CN207582950U - Steel structural plant roof concrete parapet external mold formwork erecting structure - Google Patents

Steel structural plant roof concrete parapet external mold formwork erecting structure Download PDF

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Publication number
CN207582950U
CN207582950U CN201721375576.1U CN201721375576U CN207582950U CN 207582950 U CN207582950 U CN 207582950U CN 201721375576 U CN201721375576 U CN 201721375576U CN 207582950 U CN207582950 U CN 207582950U
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China
Prior art keywords
external mold
steel structural
erecting structure
roof concrete
fixed
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CN201721375576.1U
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Chinese (zh)
Inventor
陈连健
白守更
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Shanghai Baoye Group Corp Ltd
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Shanghai Baoye Group Corp Ltd
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Abstract

The utility model provides a kind of steel structural plant roof concrete parapet external mold formwork erecting structure, the outboard template of roofing is right angle metallic plate, the metal outer mold plate of parapet is welded and fixed with the right angle metallic plate, upper part is fixed on roofing by oblique pull unit, the oblique pull unit includes connecting rod and the fixed link being embedded in roofing, the top of the metal outer mold plate is fixed in described connecting rod one end, and the other end is fixed in the fixed link.Steel structural plant roof concrete parapet external mold formwork erecting structure provided by the utility model by setting oblique pull unit, avoids the formwork on the outside of parapet, reduces dangerous during formwork construction and reduces operating expenses.

Description

Steel structural plant roof concrete parapet external mold formwork erecting structure
Technical field
The utility model is related to technical field of building construction, specifically, being a kind of steel structural plant roof concrete female Youngster's wall external mold formwork erecting structure.
Background technology
In the design and construction of a large amount of structural steel industrial buildings, it is frequently run onto roofing armored concrete parapet, the structure It needs to set up crosshead on the outside of parapet, and dangerous larger during parapet external mold formwork construction, while the structure Construction cost is higher.
Utility model content
The technical problem to be solved by the present invention is to provide a kind of steel structural plant roof concrete parapet external mold branch Mode structure without setting up crosshead on the outside of parapet, reduces dangerous and reduction operating expenses during formwork construction.
In order to solve the above technical problems, the utility model provides a kind of steel structural plant roof concrete parapet external mold Formwork erecting structure, the outboard template of roofing is right angle metallic plate, and the metal outer mold plate of parapet and right angle metallic plate welding are solid Fixed, upper part is fixed on roofing by oblique pull unit, and the oblique pull unit includes connecting rod and the fixed link being embedded in roofing, The top of the metal outer mold plate is fixed in described connecting rod one end, and the other end is fixed in the fixed link.
Further, the angle of the connecting rod and horizontal plane is 30 °~60 °.
Further, the angle of the connecting rod and horizontal plane is 45 °.
Further, from top to bottom it is provided with twice oblique pull unit, in oblique pull unit described in twice, connecting rod is mutually flat Row.
Further, height of the right angle metallic plate on the side of vertical direction exceeds 30~60mm of roofing upper surface.
Further, height of the right angle metallic plate on the side of vertical direction exceeds roofing upper surface 50mm.
Further, the metal outer mold plate is 4mm thickness galvanized steel plain sheets.
Further, the fixed link is the screw-thread steel of diameter 16mm.
Further, the connecting rod is the screw-thread steel of diameter 14mm.
Steel structural plant roof concrete parapet external mold formwork erecting structure provided by the utility model, by setting oblique pull list Member avoids the formwork on the outside of parapet, reduces dangerous during formwork construction and reduces operating expenses.
Description of the drawings
Fig. 1 is the structure diagram of the utility model steel structural plant roof concrete parapet external mold formwork erecting structure.
In figure, 1. metal outer mold plates, 2. fixed links, 3. connecting rods, 4. inner templates, 5. parapet steel reinforcement cages, 6. right angles gold Belong to plate, 7. roofing section steel beams, 8. roofings.
Specific embodiment
The utility model is described in further detail in the following with reference to the drawings and specific embodiments, so that those skilled in the art The utility model may be better understood and can be practiced, but illustrated embodiment is not as the restriction to the utility model.
A kind of steel structural plant roof concrete parapet external mold formwork erecting structure, as shown in Figure 1, the outboard template of roofing 8 For right angle metallic plate 6, horizontal sides are fixedly welded on roofing section steel beam 7, and vertical edge is welded and fixed with metal outer mold plate 1, Roofing 8 is fixed in the top of metal outer mold plate 1 by oblique pull unit, and the oblique pull unit includes connecting rod 3 and is embedded in roofing 8 In fixed link 2, described 3 one end of connecting rod is fixed on the top of the metal outer mold plate 1, and the other end is fixed on the fixed link On 3.
Daughter's wall construction method:
1. installing right angle metallic plate 6, increase 50mm than design height, reserve welding and assembling height, wherein, metal outer mold plate is installed 1 can be the mating receipts side plate of roofing DECK plates;
2. the concrete of roofing 8 is poured, the pre-buried fixed link 2 in concrete;
3. after the concrete setting of roofing 8, the bottom of metal outer mold plate 1 and right angle metallic plate 6 are welded and fixed;
4. using oblique pull mode, it is welded and fixed with connecting rod 3 and fixed link 2, twice setting up and down;
5. installing parapet steel reinforcement cage 5 according to arrangement and method for construction and reinforcing parapet inner template 4, after acceptance(check), female is poured Youngster's wall concrete;
6. maintenance reaches intensity, parapet inner template 4 is removed, cuts off connecting rod 3 and 2 exposed parts of fixed link.
In one optional embodiment of the present embodiment, the included angle A of the connecting rod 3 and horizontal plane is 30 °~60 °, preferably Ground, the connecting rod 3 and the angle of horizontal plane are 45 °.
In one optional embodiment of the present embodiment, the metal outer mold plate 1 is 4mm thickness galvanized steel plain sheets.
In one optional embodiment of the present embodiment, the fixed link 2 is the screw-thread steel of diameter 16mm.
In one optional embodiment of the present embodiment, the connecting rod 3 is the screw-thread steel of diameter 14mm.
Protection domain is without being limited thereto.The equivalent substitute that those skilled in the art are made on the basis of the utility model Or transformation, it is within the protection scope of the utility model.The scope of protection of the utility model is subject to claims.

Claims (9)

1. a kind of steel structural plant roof concrete parapet external mold formwork erecting structure, which is characterized in that the outboard template of roofing is Right angle metallic plate, the metal outer mold plate of parapet are welded and fixed with the right angle metallic plate, and upper part is fixed by oblique pull unit In roofing, the oblique pull unit includes connecting rod and the fixed link being embedded in roofing, and described connecting rod one end is fixed on described The top of metal outer mold plate, the other end are fixed in the fixed link.
2. steel structural plant roof concrete parapet external mold formwork erecting structure as described in claim 1, which is characterized in that described The angle of connecting rod and horizontal plane is 30 °~60 °.
3. steel structural plant roof concrete parapet external mold formwork erecting structure as claimed in claim 2, which is characterized in that described The angle of connecting rod and horizontal plane is 45 °.
4. the steel structural plant roof concrete parapet external mold formwork erecting structure as described in claims 1 to 3 is any, feature exist In being from top to bottom provided with twice oblique pull unit, in oblique pull unit described in twice, connecting rod is mutually parallel.
5. steel structural plant roof concrete parapet external mold formwork erecting structure as claimed in claim 4, which is characterized in that described Height of the right angle metallic plate on the side of vertical direction exceeds 30~60mm of roofing upper surface.
6. steel structural plant roof concrete parapet external mold formwork erecting structure as claimed in claim 5, which is characterized in that described Height of the right angle metallic plate on the side of vertical direction exceeds roofing upper surface 50mm.
7. steel structural plant roof concrete parapet external mold formwork erecting structure as claimed in claim 4, which is characterized in that described Metal outer mold plate is 4mm thickness galvanized steel plain sheets.
8. steel structural plant roof concrete parapet external mold formwork erecting structure as claimed in claim 4, which is characterized in that described Fixed link is the screw-thread steel of diameter 16mm.
9. steel structural plant roof concrete parapet external mold formwork erecting structure as claimed in claim 4, which is characterized in that described Connecting rod is the screw-thread steel of diameter 14mm.
CN201721375576.1U 2017-10-24 2017-10-24 Steel structural plant roof concrete parapet external mold formwork erecting structure Active CN207582950U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721375576.1U CN207582950U (en) 2017-10-24 2017-10-24 Steel structural plant roof concrete parapet external mold formwork erecting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721375576.1U CN207582950U (en) 2017-10-24 2017-10-24 Steel structural plant roof concrete parapet external mold formwork erecting structure

Publications (1)

Publication Number Publication Date
CN207582950U true CN207582950U (en) 2018-07-06

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109113335A (en) * 2018-07-10 2019-01-01 中国二十冶集团有限公司 Parapet falsework and construction method
CN111663766A (en) * 2020-06-18 2020-09-15 北京城建七建设工程有限公司 Overhanging structure parapet single-face formwork connecting system and construction method thereof
CN113668852A (en) * 2021-08-25 2021-11-19 中建一局集团建设发展有限公司 Parapet wall formwork structure of steel structure roof and construction method thereof
CN117027395A (en) * 2023-08-31 2023-11-10 北京建工四建工程建设有限公司 Construction method of oval cone concrete parapet forming structure
TWI843396B (en) * 2023-01-12 2024-05-21 潤弘精密工程事業股份有限公司 Method for manufacturing parapet wall

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109113335A (en) * 2018-07-10 2019-01-01 中国二十冶集团有限公司 Parapet falsework and construction method
CN111663766A (en) * 2020-06-18 2020-09-15 北京城建七建设工程有限公司 Overhanging structure parapet single-face formwork connecting system and construction method thereof
CN113668852A (en) * 2021-08-25 2021-11-19 中建一局集团建设发展有限公司 Parapet wall formwork structure of steel structure roof and construction method thereof
TWI843396B (en) * 2023-01-12 2024-05-21 潤弘精密工程事業股份有限公司 Method for manufacturing parapet wall
CN117027395A (en) * 2023-08-31 2023-11-10 北京建工四建工程建设有限公司 Construction method of oval cone concrete parapet forming structure
CN117027395B (en) * 2023-08-31 2024-02-27 北京建工四建工程建设有限公司 Construction method of oval cone concrete parapet forming structure

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