CN210827907U - PCF local coincide inter-window wall structure - Google Patents

PCF local coincide inter-window wall structure Download PDF

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Publication number
CN210827907U
CN210827907U CN201920848301.8U CN201920848301U CN210827907U CN 210827907 U CN210827907 U CN 210827907U CN 201920848301 U CN201920848301 U CN 201920848301U CN 210827907 U CN210827907 U CN 210827907U
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China
Prior art keywords
window
wall
precast concrete
floor slab
pcf
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Active
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CN201920848301.8U
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Chinese (zh)
Inventor
顾林
徐国军
田宇治
黄玲荣
徐晓艳
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Zhejiang Green Building Integration Technology Co Ltd
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Zhejiang Green Building Integration Technology Co Ltd
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/24Structural elements or technologies for improving thermal insulation
    • Y02A30/244Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires

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Abstract

The utility model discloses a PCF local superposed wall structure between windows, relating to a building structure system, wherein a precast concrete wall between windows is fixedly connected with a structural steel beam or a structural steel beam overhanging support through a temporary support base; the concrete floor slabs are arranged on the structural steel beams, and the concrete floor slabs are fixedly connected with the precast concrete inter-window wall through floor slab flanges; the precast reinforcing steel bars of the precast concrete window partition wall are embedded into the floor slab flanging and tightly combined with the floor slab flanging, so that the precast concrete window partition wall is connected with the concrete floor slab, and the temporary support base is fixed. The wall structure between the windows has the characteristics of stability and high assembly efficiency.

Description

PCF local coincide inter-window wall structure
Technical Field
The utility model relates to a building structure system, concretely relates to wall structure between local coincide window of PCF.
Background
The prefabricated externally-hung wallboard of concrete of four-point hanging dress meets under the condition of horizontal strip window in the building, often meets the condition that the distance of hanging point is too close from top to bottom, and the part of wallboard above the floor line all is in the state of encorbelmenting this moment, and will bear self wind load gravity load, the wind load of window and the inboard horizontal load that exists as the railing simultaneously, therefore the prefabricated externally-hung wallboard of concrete receives some loads, and this kind of stress state is very unreasonable in plate design. Meanwhile, the traditional concrete prefabricated external wall panel is not provided with any extensible interface, the field construction operation of workers is needed, careless mistakes are easy to occur, and the assembly precision is not high, so that the working time is increased, and the efficiency is reduced.
In view of the above, the present invention provides a PCF local overlay inter-window wall structure, which is produced by the present invention.
Disclosure of Invention
The utility model provides a wall structure between local coincide window of PCF, this wall structure between window have firm, the high characteristics of assembly efficiency.
The utility model discloses a realize through following technical scheme:
a PCF local laminated inter-window wall structure is characterized in that a precast concrete inter-window wall is fixedly connected with a structural steel beam or a structural steel beam overhanging support through a temporary support base; a concrete floor slab is arranged on the structural steel beam, and the floor slab flanging is fixedly connected with the concrete floor slab and the precast concrete inter-window wall; the precast reinforcing steel bars of the precast concrete window partition wall are embedded into the floor slab flanging and tightly combined with the floor slab flanging, so that the precast concrete window partition wall is connected with the concrete floor slab, and the temporary support base is fixed.
Furthermore, an external line interface is arranged on the outer surface of the precast concrete window wall and used for installing an external aluminum plate line.
Furthermore, the prefabricated concrete window wall top and below all are provided with window frame interface for connect the window frame.
Furthermore, a heat preservation rock wool interface and a window board interface are arranged inside the precast concrete window partition wall, the heat preservation rock wool interface is used for installing heat preservation rock wool, and the window board interface is used for installing an inner window board.
Further, the wall between the precast concrete windows is internally provided with a sleeve for temporary supporting a stay bar and a sleeve for hoisting, the sleeve for temporary supporting the stay bar is used for installing an inclined stay bar in a matched mode, and the sleeve for hoisting is used for hoisting the wall between the precast concrete windows in a matched mode by a crane.
The beneficial effects of the utility model reside in that:
this structure has combined the advantage of wall between prefabricated wallboard and cast-in-place window, uses embedded steel spare and sleeve to carry out interim support, has reserved reinforcing bar and floor turn-ups in the inboard and has pour, changes the point load of traditional link plate into the line load, uses the prefabricated reinforcing bar of wall to inlay to bear the moment of flexure that partially produces of encorbelmenting between the precast concrete window to make the wall body more firm.
Meanwhile, the characteristics of a prefabricated wall plate mold and convenience in embedding are utilized, the heat-preservation rock wool interface, the window board interface, the window frame interface and the external line interface are reserved, on one hand, the engineering prefabrication rate is guaranteed, on the other hand, various possibilities are left for the expansion of other functions of the wall body, and the assembly efficiency is greatly improved.
Drawings
Fig. 1 is a schematic view of an embodiment of the present invention.
Wherein: 1. prefabricating a concrete window wall; 11. prefabricating a steel bar; 12. wrapping an aluminum plate line outside; 13. a window frame; 14. an inner sill plate; 15. heat preservation rock wool; 16. a fire-resistant gypsum board; 17. a sleeve for temporary support stay; 18. hoisting sleeves; 2. a temporary support base; 3. a structural steel beam; 4. a structural steel beam overhanging support; 5. a concrete floor slab; 6. and (5) flanging the floor slab.
The specific implementation mode is as follows:
the present invention will be further described with reference to the accompanying drawings and the following detailed description.
As shown in fig. 1, a precast concrete window partition wall 1 is fixedly connected with a structural steel beam 3 or a structural steel beam overhanging support 4 through a temporary support base 2;
and a floor flange 6 is also arranged between the concrete floor 5 and the precast concrete inter-window wall 1, and the precast steel bars 11 of the precast concrete inter-window wall 1 are embedded into the floor flange 6 and tightly combined with the inside of the floor flange 6, so that the precast concrete inter-window wall 1 is connected with the concrete floor 5, and the temporary support base 2 is fixed.
An external line interface is arranged on the outer surface of the precast concrete window wall 1 and used for installing an external aluminum plate line 12, and the external aluminum plate line 12 is used for decorating the surface of an outer wall.
The upper part and the lower part of the precast concrete window partition wall 1 are provided with window frame 13 interfaces which are used for connecting the window frame 13; the interior of the precast concrete inter-window wall 1 is provided with a heat preservation rock wool 15 interface for installing the heat preservation rock wool 15, the exterior of the heat preservation rock wool 15 is provided with a fireproof gypsum board 16, and the interior surface of the wall 1 between the heat preservation rock wool 15 and the precast concrete inter-window wall is decorated.
The precast concrete inter-window wall 1 is provided with a window board interface for installing an inner window board 14.
A temporary supporting stay bar sleeve 17 is arranged above the inner side of the precast concrete inter-window wall 1, and when the precast concrete inter-window wall 1 is installed, the temporary supporting stay bar sleeve 17 is matched with the inclined stay bar for use to support the precast concrete inter-window wall 1; and (5) removing the diagonal brace after the floor slab flanging 6 is hardened.
And a hoisting sleeve 18 is further arranged above the precast concrete inter-window wall 1 and is used for being matched with a crane to hoist the precast concrete inter-window wall 1.
The construction method of installing the precast concrete window partition wall 1 on the building frame is as follows:
firstly, the prefabricated concrete wall between windows 1 is hoisted to a proper position by utilizing the hoisting sleeve 18 reserved on the prefabricated concrete wall between windows 1, so that the subsequent installation is convenient.
The precast concrete wall between windows 1 is installed on the structural steel beam 3 or an external support by using the temporary support base 2, and the precast concrete wall between windows 1 is supported by using the inclined support rods, so that bending moment generated by wind load and gravity load is resisted.
And (3) pouring a floor flange 6 on the structural steel beam 3, tightly connecting the precast concrete window partition wall 1, the structural steel beam 3 and the concrete floor 5, and roughening the surface layer of the concrete floor 5 in the reserved area so as to be tightly connected with the cast-in-place concrete flange.
After 48 hours, the bottom die and the diagonal brace can be removed after the floor slab flanging 6 is hardened.
And then an outer-coated aluminum plate line 12 is arranged on the outer surface of the precast concrete inter-window wall 1, heat-insulating rock wool 15 is arranged on the inner surface of the precast concrete inter-window wall 1, a fireproof gypsum board 16 is arranged on the heat-insulating rock wool 15, and an inner window board 14 is arranged above the inner surface of the precast concrete inter-window wall 1.
Above is the utility model discloses preferred embodiment the utility model discloses make a plurality of other simple replacements and changes under the design prerequisite, all should regard as belonging to the utility model discloses a protection category.

Claims (5)

1. The utility model provides a wall structure between PCF local coincide window which characterized in that: the precast concrete window wall is fixedly connected with the structural steel beam or the structural steel beam overhanging support through the temporary support base; a concrete floor slab is arranged on the structural steel beam, and the floor slab flanging is fixedly connected with the concrete floor slab and the precast concrete inter-window wall; the precast reinforcing steel bars of the precast concrete window partition wall are embedded into the floor slab flanging and tightly combined with the floor slab flanging, so that the precast concrete window partition wall is connected with the concrete floor slab, and the temporary support base is fixed.
2. The PCF partial-overlap bay wall construction of claim 1, wherein: and an externally-hung line interface is arranged on the outer surface of the precast concrete window wall and used for installing an externally-wrapped aluminum plate line.
3. The PCF partial-overlap bay wall construction of claim 1, wherein: and window frame interfaces are arranged above and below the precast concrete window wall and used for connecting the window frames.
4. The PCF partial-overlap bay wall construction of claim 1, wherein: the interior of the precast concrete window wall is provided with a heat preservation rock wool interface and a window board interface, the heat preservation rock wool interface is used for installing heat preservation rock wool, and the window board interface is used for installing an inner window board.
5. The PCF partial-overlap bay wall construction of claim 1, wherein: the wall between the precast concrete window is inside to be provided with interim sleeve, for hoist and mount for the vaulting pole, and interim sleeve is used for the cooperation installation diagonal brace for the vaulting pole that supports, and the sleeve is used for cooperating the hoist to lift by crane wall between the precast concrete window for hoist and mount.
CN201920848301.8U 2019-06-05 2019-06-05 PCF local coincide inter-window wall structure Active CN210827907U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920848301.8U CN210827907U (en) 2019-06-05 2019-06-05 PCF local coincide inter-window wall structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920848301.8U CN210827907U (en) 2019-06-05 2019-06-05 PCF local coincide inter-window wall structure

Publications (1)

Publication Number Publication Date
CN210827907U true CN210827907U (en) 2020-06-23

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Application Number Title Priority Date Filing Date
CN201920848301.8U Active CN210827907U (en) 2019-06-05 2019-06-05 PCF local coincide inter-window wall structure

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CN (1) CN210827907U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115341684A (en) * 2022-07-27 2022-11-15 浙江精工钢结构集团有限公司 Bear outer hanging horizontal sandwich wall plate structure and housing construction of window

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115341684A (en) * 2022-07-27 2022-11-15 浙江精工钢结构集团有限公司 Bear outer hanging horizontal sandwich wall plate structure and housing construction of window
CN115341684B (en) * 2022-07-27 2023-06-27 浙江精工钢结构集团有限公司 Externally hung transverse sandwich wallboard structure for bearing windows and house building

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Date Code Title Description
GR01 Patent grant
GR01 Patent grant
EE01 Entry into force of recordation of patent licensing contract

Assignee: Anhui Zhihong Precision Construction Technology Co.,Ltd.

Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd.

Contract record no.: X2023990000037

Denomination of utility model: A kind of wall construction between PCF partially laminated windows

Granted publication date: 20200623

License type: Common License

Record date: 20230113

EE01 Entry into force of recordation of patent licensing contract
EE01 Entry into force of recordation of patent licensing contract

Assignee: Jiangxi Huahong Jinggong Steel Structure Co.,Ltd.

Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd.

Contract record no.: X2023980034645

Denomination of utility model: A Construction of Partially Stacked PCF Window to Window Wall

Granted publication date: 20200623

License type: Common License

Record date: 20230413

EE01 Entry into force of recordation of patent licensing contract
EE01 Entry into force of recordation of patent licensing contract

Assignee: Jiangsu Lvjian Jinggong Technology Co.,Ltd.

Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd.

Contract record no.: X2023980034833

Denomination of utility model: A Construction of Partially Stacked PCF Window to Window Wall

Granted publication date: 20200623

License type: Common License

Record date: 20230421

EE01 Entry into force of recordation of patent licensing contract
EE01 Entry into force of recordation of patent licensing contract

Assignee: Weinan Guokong Jinggong Green Building Technology Co.,Ltd.

Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd.

Contract record no.: X2024980009941

Denomination of utility model: A PCF Local Overlapping Window Wall Construction

Granted publication date: 20200623

License type: Common License

Record date: 20240717

EE01 Entry into force of recordation of patent licensing contract
EE01 Entry into force of recordation of patent licensing contract

Assignee: Chongqing Kunda Precision Integrated Technology Co.,Ltd.

Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd.

Contract record no.: X2024980014873

Denomination of utility model: A PCF Local Overlapping Window Wall Construction

Granted publication date: 20200623

License type: Common License

Record date: 20240914

EE01 Entry into force of recordation of patent licensing contract

Assignee: Anhui Huiyu Construction Engineering Co.,Ltd.

Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd.

Contract record no.: X2024980016463

Denomination of utility model: A PCF Local Overlapping Window Wall Construction

Granted publication date: 20200623

License type: Common License

Record date: 20240926