CN204510688U - A kind of temporary fixing structure of precast wall panel - Google Patents
A kind of temporary fixing structure of precast wall panel Download PDFInfo
- Publication number
- CN204510688U CN204510688U CN201520096817.3U CN201520096817U CN204510688U CN 204510688 U CN204510688 U CN 204510688U CN 201520096817 U CN201520096817 U CN 201520096817U CN 204510688 U CN204510688 U CN 204510688U
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- China
- Prior art keywords
- wall panel
- precast wall
- precast
- temporary fixing
- utility
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- 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
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Abstract
The utility model discloses a kind of temporary fixing structure of precast wall panel, comprise precast wall panel (1), precast wall panel (1) exterior bottom is connected with lower floor's precast wall panel (9) with bolt (5) through channel-section steel (4); Be provided with connection fastener (2) in precast wall panel (1) inside top, connection fastener (2) is fixedly connected with the stirrup (7) be embedded in floor plates (8) through diagonal brace (6).The utility model body of wall fixing-stable, can improve the pouring quality of precast wall panel, also can shorten the construction period, cost-saving and a large amount of labour simultaneously.
Description
Technical field
the utility model relates to a kind of temporary fixing structure of precast wall panel, belongs to construction work wall construction technical field.
Background technology
traditional body of wall is mostly masonry wall, and need a large amount of manpowers to carry out construction of building a wall, efficiency of construction is low, and the resistance to overturning of body of wall is undesirable.Adopt precast facade plated construction can improve the stability of structure, reduce the construction period, with cost-saving and a large amount of labour.But in the installation process of precast wall panel, need to precast wall panel carry out temporary fixed after with concrete, precast wall panel and agent structure are built in aggregates again.But the ununified norm structure of current fixing means is complicated, efficiency of construction is low, be subjected to displacement sometimes in concreting process, affects pouring quality.
Utility model content
the purpose of this utility model is, provides a kind of and can make body of wall fixing-stable and can improve the pouring quality of precast wall panel, shorten the temporary fixing structure of precast wall panel of construction period, cost-saving and labour, to overcome the deficiencies in the prior art.
the technical solution of the utility model is achieved in that
the temporary fixing structure of a kind of precast wall panel of the present utility model is that this structure comprises precast wall panel, and precast wall panel exterior bottom is connected with lower floor precast wall panel through channel-section steel and bolt; Precast wall panel inside top is provided with connection fastener, and connection fastener is fixedly connected with the stirrup be embedded in floor plates through diagonal brace.
in aforementioned structure, the two ends up and down outside described precast wall panel are equipped with threaded sleeve, and described bolt is fixedly connected with channel-section steel through threaded sleeve.
owing to have employed technique scheme, the utility model compared with prior art, proves through test and practical application, the utility model body of wall fixing-stable, and the pouring quality of precast wall panel can be improved, also can shorten the construction period, cost-saving and a large amount of labour simultaneously.
Accompanying drawing explanation
fig. 1 is structural representation of the present utility model;
fig. 2 is the rear view of Fig. 1;
fig. 3 is the structural representation of precast wall panel.
being labeled as in accompanying drawing: 1-precast wall panel, 2-connection fastener, 3-threaded sleeve, 4-channel-section steel, 5-bolt, 6-diagonal brace, 7-stirrup, 8-floor plates, 9-lower floor precast wall panel, 10-upper strata precast wall panel.
Detailed description of the invention
below in conjunction with drawings and Examples, the utility model is described in further detail, but not as to any restriction of the present utility model.
the utility model is constructed by the method for temporarily fixing of following a kind of precast wall panel, as shown in Figure 1, temporarily the method is connected bottom described precast wall panel 1 with substructure with bolt 5 by channel-section steel 4, fixed at precast wall panel 1 top by diagonal brace 6 simultaneously; And then with concrete precast wall panel 1 and major structure of construction to be built and be integrated.Two ends up and down outside precast wall panel 1 are embedded with threaded sleeve 3 respectively, are fixed on precast wall panel 1 by bolt 5 by channel-section steel 4; Lower end threaded sleeve is for connecting lower floor's precast wall panel 9, and threaded upper ends sleeve pipe is for connecting upper strata precast wall panel 10.Precast wall panel 1 inner top side is embedded with connection fastener 2, and connection fastener 2 is connected with the stirrup 7 be embedded in floor plates 8 through diagonal brace 6.Diagonal brace 6 is rigid rodlike structure, both can play a supportive role, and also can play oblique pull effect.
be that this structure comprises precast wall panel 1 according to the of the present utility model a kind of temporary fixing structure of precast wall panel that said method is formed, precast wall panel 1 exterior bottom is connected with lower floor precast wall panel 9 through channel-section steel 4 and bolt 5; Precast wall panel 1 inside top is provided with connection fastener 2, and connection fastener 2 is fixedly connected with the stirrup 7 be embedded in floor plates 8 through diagonal brace 6.Two ends up and down outside precast wall panel 1 are equipped with threaded sleeve 3, and described bolt 5 is fixedly connected with channel-section steel 4 through threaded sleeve 3.
Embodiment
fig. 1 is the structural representation of this example, and when precast wall panel 1, the up and down two ends pre-buried threaded sleeve 3 of needs outside precast wall panel is for being connected with channel-section steel 4, needs the pre-buried connection fastener 2 in the upper end inside precast wall panel for being connected with diagonal brace 6.Also need the pre-buried stirrup 7 for connecting diagonal brace 6 of correct position in floor plates 8 simultaneously.During Specific construction, by tower crane by after precast wall panel 1 hoisted in position, be fixedly connected with needing fixing precast wall panel 1 with lower floor's precast wall panel 9 of installation with bolt 5 with channel-section steel 4.And then diagonal brace 6 top is connected with the pre-buried connection fastener 2 of precast wall panel inner top side, diagonal brace 6 bottom is connected with the stirrup 7 in floor plates 8.By the verticality regulating the length of diagonal brace 6 can control precast wall panel 1.
method structure of the present utility model is simple, and fix and remove all very convenient, wall stability is good, and when carrying out concreting, body of wall can not produce displacement, can improve the installation quality of precast wall panel 1.Fix the channel-section steel 4 of walls, bolt 5 and diagonal brace 6 in the utility model all can repeatedly recycle, can construction cost be saved.
Claims (2)
1. a temporary fixing structure for precast wall panel, comprises precast wall panel (1), it is characterized in that: precast wall panel (1) exterior bottom is connected with lower floor's precast wall panel (9) with bolt (5) through channel-section steel (4); Be provided with connection fastener (2) in precast wall panel (1) inside top, connection fastener (2) is fixedly connected with the stirrup (7) be embedded in floor plates (8) through diagonal brace (6).
2. the temporary fixing structure of precast wall panel according to claim 1, is characterized in that: the two ends up and down in described precast wall panel (1) outside are equipped with threaded sleeve (3), and described bolt (5) is fixedly connected with channel-section steel (4) through threaded sleeve (3).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520096817.3U CN204510688U (en) | 2015-02-11 | 2015-02-11 | A kind of temporary fixing structure of precast wall panel |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520096817.3U CN204510688U (en) | 2015-02-11 | 2015-02-11 | A kind of temporary fixing structure of precast wall panel |
Publications (1)
Publication Number | Publication Date |
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CN204510688U true CN204510688U (en) | 2015-07-29 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201520096817.3U Expired - Fee Related CN204510688U (en) | 2015-02-11 | 2015-02-11 | A kind of temporary fixing structure of precast wall panel |
Country Status (1)
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CN (1) | CN204510688U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105317191A (en) * | 2015-02-11 | 2016-02-10 | 中建四局第三建筑工程有限公司 | Temporary fixing method of prefabricated external wall panel and temporary fixing structure of prefabricated external wall panel |
CN105569363A (en) * | 2016-02-06 | 2016-05-11 | 上海建工五建集团有限公司 | Rotating joint connecting device for prefabricated component inclined strut and application method |
-
2015
- 2015-02-11 CN CN201520096817.3U patent/CN204510688U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105317191A (en) * | 2015-02-11 | 2016-02-10 | 中建四局第三建筑工程有限公司 | Temporary fixing method of prefabricated external wall panel and temporary fixing structure of prefabricated external wall panel |
CN105569363A (en) * | 2016-02-06 | 2016-05-11 | 上海建工五建集团有限公司 | Rotating joint connecting device for prefabricated component inclined strut and application method |
CN105569363B (en) * | 2016-02-06 | 2018-02-13 | 上海建工五建集团有限公司 | A kind of swivel joint attachment means and application method for prefabricated components diagonal brace |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150729 Termination date: 20210211 |
|
CF01 | Termination of patent right due to non-payment of annual fee |