CN210562954U - Exempt from to hang PC concrete side fascia futilely - Google Patents
Exempt from to hang PC concrete side fascia futilely Download PDFInfo
- Publication number
- CN210562954U CN210562954U CN201920971706.0U CN201920971706U CN210562954U CN 210562954 U CN210562954 U CN 210562954U CN 201920971706 U CN201920971706 U CN 201920971706U CN 210562954 U CN210562954 U CN 210562954U
- Authority
- CN
- China
- Prior art keywords
- concrete
- marble
- reinforcing steel
- slab
- layer
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Landscapes
- Panels For Use In Building Construction (AREA)
Abstract
The utility model provides an exempt from to hang PC concrete side fascia futilely, belongs to assembled concrete building field, and whole side fascia comprises marble slab and concrete slab, and the marble slab comprises pouring marble powder in by the marble reinforcing bar layer of individual layer, and concrete slab comprises pouring concrete in by bilayer concrete reinforcing bar layer, forms through the connecting piece between marble slab and the concrete slab and is connected, has the sound construction, and the construction speed is fast, advantages such as industrialization degree height, the utility model discloses with PC concrete wallboard and external marble monolithic processing, transport the scene and can install at once, reduced the link of job site secondary installation, alleviateed workman intensity of labour.
Description
Technical Field
The utility model belongs to assembled concrete building field relates to a concrete side fascia component, especially relates to an exempt from to hang PC concrete side fascia futilely.
Background
At present, due to the characteristics of high production efficiency, green buildings and the like of the fabricated buildings, fabricated building policies are issued in provinces and cities in China, and the development of the fabricated buildings is promoted. With the maturity of the assembly type building technology, prefabricated three plates are popularized and applied in various places: prefabricated stair tread, prefabricated coincide floor, prefabricated interior wallboard. Because of the building beauty or the requirement of owners, after the inner wall board is prefabricated in factories and installed on site, one more procedure is usually adopted, namely, artificial stone and the like are adopted for external hanging, and the construction is more complicated.
SUMMERY OF THE UTILITY MODEL
The utility model aims at the wallboard in the mill prefabrication at present, after the field installation finishes, need adopt artificial stone to hang externally, the construction is comparatively loaded down with trivial details etc. not enough, provides one kind and exempts from to hang the PC concrete side fascia futilely, with the integral processing of PC concrete wallboard and external artificial stone, transport the scene and can install at once, the link of reducible job site secondary installation alleviates workman intensity of labour, has characteristics such as sound construction, construction speed is fast, industrialization degree height.
The technical scheme of the utility model is that: the utility model provides an exempt from to hang PC concrete side fascia futilely which characterized in that: the external wall panel is formed by connecting a marble panel and a concrete panel, the concrete panel is connected and arranged above the marble panel, the marble panel is formed by a marble reinforcing steel bar layer consisting of marble transverse reinforcing steel bars and marble longitudinal reinforcing steel bars and pouring marble powder in the marble reinforcing steel bar layer, the marble transverse reinforcing steel bars and the marble longitudinal reinforcing steel bars are connected in a staggered mode, and the marble longitudinal reinforcing steel bars are arranged above the marble transverse reinforcing steel bars; the concrete slab is formed by a concrete reinforcement layer consisting of transverse concrete reinforcements and longitudinal concrete reinforcements, and concrete is poured in the concrete reinforcement layer, the transverse concrete reinforcements and the longitudinal concrete reinforcements are connected in a staggered manner, and the longitudinal concrete reinforcements are arranged above the transverse concrete reinforcements; the concrete slab is characterized in that cement cushion blocks are uniformly arranged between the concrete slabs and the marble slabs at intervals, connecting pieces are bound between the concrete reinforcing steel layer on the uppermost layer of the concrete slabs and the marble reinforcing steel layer of the marble slabs, and the concrete slabs and the marble slabs are connected through the connecting pieces to form an integral outer wall plate structure.
The marble reinforcing steel layer in the marble slab is of a single-layer structure.
The concrete reinforcing steel layer in the concrete slab is of an upper-lower double-layer structure, the concrete longitudinal reinforcing steel bars on the lower layer are placed on the cement cushion blocks, and the concrete transverse reinforcing steel bars are placed in the empty spaces among the cement cushion blocks.
The marble transverse reinforcing steel bars and the marble longitudinal reinforcing steel bars and the concrete transverse reinforcing steel bars and the concrete longitudinal reinforcing steel bars are vertically and alternately connected, and cross nodes are formed at the connecting positions.
The connecting piece is the steel sheet that has the width, and connecting piece upper end and concrete transverse reinforcement ligature are connected, and connecting piece lower extreme and marble transverse reinforcement ligature are connected, and the connecting piece is in proper order by upper end to lower extreme according to trapezium structure or rectangle structure ligature.
And hoisting rings are connected and arranged at two ends of the outer side of the concrete slab.
The utility model has the advantages that: the utility model provides a pair of exempt from to hang PC concrete side fascia futilely, whole side fascia comprises marble slab and concrete slab, and the marble slab comprises pouring marble powder in the marble reinforcing bar layer of individual layer, and concrete slab comprises pouring concrete in the double-deck concrete reinforcing bar layer, forms through the connecting piece between marble slab and the concrete slab to be connected, has advantages such as sound construction, construction speed are fast, degree of industrialization height, the utility model discloses with PC concrete wallboard and external artificial marble monolithic processing, it can install at once to transport the scene, has reduced the link of job site secondary installation, has alleviateed workman intensity of labour.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention.
Fig. 2 is a schematic view of the planar structure of the medium marble slab of the present invention.
Fig. 3 is a schematic view of the plane structure of the middle concrete slab of the present invention.
In the figure: marble slab 1, marble longitudinal reinforcement 2, marble horizontal reinforcement 3, marble powder 4, concrete slab 5, concrete longitudinal reinforcement 6, concrete horizontal reinforcement 7, concrete 8, connecting piece 9, lifting ring 10, cement cushion 11.
Detailed Description
The present invention will be further explained with reference to the accompanying drawings:
as shown in fig. 1-3, a PC concrete exterior wall panel without dry hanging is composed of a marble slab 1 and a concrete slab 5 connected together, the concrete slab 5 is connected and arranged above the marble slab 1, the marble slab 1 is formed by a marble reinforcing layer composed of marble transverse reinforcing bars 3 and marble longitudinal reinforcing bars 2, and marble powder 4 is poured into the marble reinforcing layer, the marble transverse reinforcing bars 3 are connected with the marble longitudinal reinforcing bars 2 in a staggered way, and the marble longitudinal reinforcing bars 2 are arranged above the marble transverse reinforcing bars 3; the concrete slab 5 is formed by a concrete reinforcement layer consisting of transverse concrete reinforcements 7 and longitudinal concrete reinforcements 6 and concrete 8 poured in the concrete reinforcement layer, the transverse concrete reinforcements 7 and the longitudinal concrete reinforcements 6 are connected in a staggered manner, and the longitudinal concrete reinforcements 6 are arranged above the transverse concrete reinforcements 7; the concrete slab 5 and the marble slab 1 are uniformly arranged with cement cushion blocks 11 at intervals, the connecting piece 9 is bound between the concrete reinforcing layer at the uppermost layer in the concrete slab 5 and the marble reinforcing layer in the marble slab 1, and the concrete slab 5 and the marble slab 1 are connected through the connecting piece 9 to form an integral outer wall panel structure.
As shown in fig. 1-3, in the non-dry hanging PC concrete external wall panel, the marble reinforcing steel layer inside the marble panel 1 is a single-layer structure; the concrete reinforcing steel bar layer in the concrete slab 5 is of an upper-lower double-layer structure, the concrete longitudinal reinforcing steel bars 6 at the lower layer are placed on the cement cushion blocks 11, and the concrete transverse reinforcing steel bars 7 are placed in the empty spaces among the cement cushion blocks 11; the marble transverse steel bars 3 and the marble longitudinal steel bars 2, and the concrete transverse steel bars 7 and the concrete longitudinal steel bars 6 are vertically connected in a staggered manner, and cross nodes are formed at the connection positions; the connecting piece 9 is a steel sheet with width, the upper end of the connecting piece 9 is bound and connected with the concrete transverse steel bar 7, the lower end of the connecting piece 9 is bound and connected with the marble transverse steel bar 3, and the connecting piece 9 is bound from the upper end to the lower end in sequence according to a trapezoidal structure or a rectangular structure; two ends of the outer side of the concrete slab 5 are connected with hoisting rings 10.
The utility model discloses whole side fascia comprises marble slab and concrete slab, and the marble slab comprises the pouring marble powder in the individual layer marble reinforcing bar layer, and concrete slab comprises pouring concrete in the bilayer concrete reinforcing bar layer, forms through the connecting piece between marble slab and the concrete slab to be connected, has advantages such as sound construction, construction speed are fast, degree of industrialization height, the utility model discloses with PC concrete wallboard and external artificial marble monolithic processing, transport the scene and can install at once, reduced the link of job site secondary installation, alleviateed workman intensity of labour.
Claims (6)
1. The utility model provides an exempt from to hang PC concrete side fascia futilely which characterized in that: the external wall panel is formed by connecting a marble panel (1) and a concrete panel (5), the concrete panel (5) is connected and arranged above the marble panel (1), the marble panel (1) is formed by a marble reinforcing steel layer consisting of marble transverse reinforcing steel bars (3) and marble longitudinal reinforcing steel bars (2) and pouring marble powder (4) in the marble reinforcing steel layer, the marble transverse reinforcing steel bars (3) are connected with the marble longitudinal reinforcing steel bars (2) in a staggered mode, and the marble longitudinal reinforcing steel bars (2) are arranged above the marble transverse reinforcing steel bars (3); the concrete slab (5) is formed by a concrete reinforcement layer consisting of transverse concrete reinforcements (7) and longitudinal concrete reinforcements (6) and pouring concrete (8) in the concrete reinforcement layer, the transverse concrete reinforcements (7) and the longitudinal concrete reinforcements (6) are connected in a staggered mode, and the longitudinal concrete reinforcements (6) are arranged above the transverse concrete reinforcements (7); even being equipped with cement cushion (11) in interval between concrete slab (5) and marble slab (1), the ligature is equipped with connecting piece (9) between the concrete reinforcing bar layer of the superiors in concrete slab (5) and the marble reinforcing bar layer in marble slab (1), through connecting piece (9) make concrete slab (5) be connected with marble slab (1) and constitute integral exterior wall panel structure.
2. The dry-hang-free PC concrete external wall panel as claimed in claim 1, wherein: the marble reinforcing steel layer in the marble slab (1) is of a single-layer structure.
3. The dry-hang-free PC concrete external wall panel as claimed in claim 1, wherein: the concrete reinforcing steel bar layer in the concrete slab (5) is of an upper-lower double-layer structure, the concrete longitudinal reinforcing steel bars (6) on the lower layer are placed on the cement cushion blocks (11), and the concrete transverse reinforcing steel bars (7) on the lower layer are placed in the empty spaces between the cement cushion blocks (11).
4. The dry-hang-free PC concrete external wall panel as claimed in claim 1, wherein: the marble transverse reinforcing steel bars (3) and the marble longitudinal reinforcing steel bars (2) and the concrete transverse reinforcing steel bars (7) and the concrete longitudinal reinforcing steel bars (6) are vertically and alternately connected, and cross nodes are formed at the connecting positions.
5. The dry-hang-free PC concrete external wall panel as claimed in claim 1, wherein: connecting piece (9) are the steel sheet that has the width, and connecting piece (9) upper end and concrete transverse reinforcement (7) ligature are connected, and connecting piece (9) lower extreme and marble transverse reinforcement (3) ligature are connected, and connecting piece (9) are in proper order by upper end to lower extreme according to trapezium structure or rectangle structure ligature.
6. The dry-hang-free PC concrete external wall panel as claimed in claim 1, wherein: and a hoisting ring (10) is arranged between the upper and lower reinforcing steel bar layers in the concrete slab (5).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920971706.0U CN210562954U (en) | 2019-06-26 | 2019-06-26 | Exempt from to hang PC concrete side fascia futilely |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920971706.0U CN210562954U (en) | 2019-06-26 | 2019-06-26 | Exempt from to hang PC concrete side fascia futilely |
Publications (1)
Publication Number | Publication Date |
---|---|
CN210562954U true CN210562954U (en) | 2020-05-19 |
Family
ID=70639739
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201920971706.0U Expired - Fee Related CN210562954U (en) | 2019-06-26 | 2019-06-26 | Exempt from to hang PC concrete side fascia futilely |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN210562954U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110206215A (en) * | 2019-06-26 | 2019-09-06 | 扬州工业职业技术学院 | One kind exempting from cladding PC concrete external wall panel and preparation method thereof |
-
2019
- 2019-06-26 CN CN201920971706.0U patent/CN210562954U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110206215A (en) * | 2019-06-26 | 2019-09-06 | 扬州工业职业技术学院 | One kind exempting from cladding PC concrete external wall panel and preparation method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN100416010C (en) | Joint construction method of prefabricated composite bearing wall structure | |
CN107893477B (en) | Connecting node of laminated wall and horizontal member and construction method thereof | |
CN101858119B (en) | Reinforced concrete hollow floor slab and construction method | |
CN102877646B (en) | Grouted overlapping assembly type reinforced concrete shear wall structure and method for building grouted overlapping assembly type reinforced concrete shear wall structure | |
CN108316466B (en) | Prefabricated bay window component, assembled bay window node structure and construction method thereof | |
CN107905426B (en) | Construction method of bidirectional hollow composite floor slab | |
CN104947846B (en) | A kind of prefabricated integral frame light filling lining and preparation method thereof | |
CN204001333U (en) | Prestressing force two-way ribs composite floor plate | |
CN107989238A (en) | A kind of cast-in-place sandwiched heat-preservation shear wall structure, assembled architecture and engineering method | |
CN104532998A (en) | Superimposed floor easy to install and construction method thereof | |
CN210562954U (en) | Exempt from to hang PC concrete side fascia futilely | |
CN111411693A (en) | Assembly and pouring integrated shear wall structure building system | |
CN102995805A (en) | Honeycomb hole type rib frame prestress reinforced concrete laminated plate | |
CN107975165B (en) | Laminated wall structure and manufacturing method thereof | |
CN107989247B (en) | Assembled superposed hollow floor system and construction method thereof | |
CN104895221A (en) | Assembled profile steel confined concrete shear wall structure | |
CN107938891B (en) | Laminated wall structure and manufacturing method thereof | |
US12098549B2 (en) | Combined accessory of in-situ concrete 3-D printed horizontal load-bearing member and preparation method | |
CN216865649U (en) | Multi-rib prefabricated bottom plate for reinforced concrete bidirectional laminated slab | |
CN107386491B (en) | Shear connection structure for hollow block masonry, masonry wall and construction method | |
JPH09268520A (en) | Precast panel for buried frame and construction method of concrete structure using panel | |
CN211200460U (en) | Assembled integral underground space foundation member | |
CN211762332U (en) | Concrete box mould | |
CN210597875U (en) | Cross beam | |
CN105442715A (en) | Load-bearing light-weight heat preservation integrated plate |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200519 Termination date: 20210626 |
|
CF01 | Termination of patent right due to non-payment of annual fee |