CN208858067U - Assembled parapet - Google Patents

Assembled parapet Download PDF

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Publication number
CN208858067U
CN208858067U CN201821204943.6U CN201821204943U CN208858067U CN 208858067 U CN208858067 U CN 208858067U CN 201821204943 U CN201821204943 U CN 201821204943U CN 208858067 U CN208858067 U CN 208858067U
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CN
China
Prior art keywords
wall body
precast wall
reinforcing bar
connection reinforcing
parapet
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.)
Active
Application number
CN201821204943.6U
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Chinese (zh)
Inventor
胡兰英
零东烈
陈俊槟
赵雷
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangdong Jian Xing Construction Group Co Ltd
Original Assignee
Guangdong Jian Xing Construction Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Guangdong Jian Xing Construction Group Co Ltd filed Critical Guangdong Jian Xing Construction Group Co Ltd
Priority to CN201821204943.6U priority Critical patent/CN208858067U/en
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Publication of CN208858067U publication Critical patent/CN208858067U/en
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Abstract

The utility model is intended to provide a kind of reduction parapet construction period, saves construction cost and the stable assembled parapet of construction quality.The utility model includes precast wall body (1) and several connection reinforcing bars (2) being embedded in the precast wall body (1), several connections reinforcing bar (2) are evenly distributed along the length direction of the precast wall body (1), the prominent precast wall body (1) of a part of connection reinforcing bar (2).The utility model is applied to the technical field of building structure.

Description

Assembled parapet
Technical field
The utility model relates to a kind of assembled parapets.
Background technique
Parapet is the parapet of building roof all around, and main function can also apply anti-in addition to safeguarding safety in bottom Hydraulic pressure brick receives head, to avoid waterproof layer infiltration or roof rain water cross flow.According to national building code requirement, accessible roof daughter Wall height must not generally be lower than 1.1m, and highest is not greater than 1.5m.The effect of the parapet on upper people roof is the peace of protection staff Entirely, and to elevation of building it plays role in decoration.The effect of the parapet on not upper people roof goes back fixing oil in addition to decoration for vertical face effect Felt.
Major part parapet is constructed in the form of cast in situs now, however the process of cast in situs is more, the duration It is long, cost of equipment height is leased, while quality control difficulty is big.
Utility model content
Technical problem to be solved in the utility model is to have overcome the deficiencies of the prior art and provide a kind of reduction parapet Construction period saves construction cost and the stable assembled parapet of construction quality.
The technical scheme adopted by the utility model is the utility model include precast wall body and it is several be embedded in it is described Connection reinforcing bar in precast wall body, several connection reinforcing bars are evenly distributed along the length direction of the precast wall body, the company Connect the prominent precast wall body of a part of reinforcing bar.
By above scheme as it can be seen that by using the previously fabricated parapet of factory wall, construction building roofing carry out The precast wall body and building body pour connection, save the link of cast in situs parapet, thereby reduce parapet Construction period, while reduce lease equipment needed for expense.The quality of cast in situs is avoided by using precast wall body Uncontrollable situation.
One preferred embodiment is that the bottom of the precast wall body is stepped.
It is by above scheme as it can be seen that ladder-like by the way that the bottom of the precast wall body to be designed as, after making later period assembly connection The connection of the precast wall body and main building is more stable securely.
One preferred embodiment is that the diameter range of the connection reinforcing bar is 15 millimeters to 22 millimeters.
By above scheme as it can be seen that the reinforcing bar by using major diameter connects, the quantity of reinforcing bar is reduced, and then improves installation effect Rate.
Further preferred embodiment is that the distance between adjacent two described connection reinforcing bars range is 500 millimeters to 700 millis Rice.
By above scheme as it can be seen that the distance between adjacent two described connection reinforcing bars can be according to the diameter of the connection reinforcing bar It is adaptively adjusted.
One preferred embodiment is that the length of the protrusion of the connection reinforcing bar is the 35 of the diameter of the connection reinforcing bar Times.
By above scheme as it can be seen that the protrusion of the connection reinforcing bar is the part connecting with building body.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
Specific embodiment
As shown in Figure 1, in the present embodiment, the utility model include precast wall body 1 and it is several be embedded in it is described prefabricated Connection reinforcing bar 2 in wall 1, several connection reinforcing bars 2 are evenly distributed along the length direction of the precast wall body 1, the company Connect the prominent precast wall body 1 of a part of reinforcing bar 2.The bottom of the precast wall body 1 is stepped.The connection reinforcing bar 2 Diameter range is 15 millimeters to 22 millimeters.The distance between adjacent two described connection reinforcing bars 2 are 600 millimeters.The connection steel The length of the protrusion of muscle 2 is 35 times of the diameter of the connection reinforcing bar 2.
The installation procedure of the assembled parapet:
Firstly, the precast wall body 1 is installed by fixed structure and is positioned before concrete floor slab placement concrete, it is described prefabricated Wall 1 is installed along the vertical direction.Then, by the connection reinforcing bar 2 by the precast wall body 1 and major structure of construction pour for One.Finally, removing fixed structure after waiting concrete setting, the protrusion of the connection reinforcing bar 2 and cast-in-place part 3 are solid It is set to one.
The utility model is applied to the technical field of building structure.
Although the embodiments of the present invention are described with practical solution, does not constitute the utility model is contained Justice limitation, for those skilled in the art, according to this specification to the modification of its embodiment and with the group of other schemes Conjunction will be apparent from.

Claims (4)

1. assembled parapet, it is characterised in that: it includes precast wall body (1) and several is embedded in the precast wall body (1) In connection reinforcing bar (2), several connections reinforcing bar (2) are evenly distributed along the length direction of the precast wall body (1), the company The prominent precast wall body (1) of a part of reinforcing bar (2) is connect, the bottom of the precast wall body (1) is stepped.
2. assembled parapet according to claim 1, it is characterised in that: it is described connection reinforcing bar (2) diameter range be 15 millimeters to 22 millimeters.
3. assembled parapet according to claim 2, it is characterised in that: between adjacent two connection reinforcing bars (2) Distance be 600 millimeters.
4. assembled parapet according to claim 1, it is characterised in that: the protrusion of connection reinforcing bar (2) Length is 35 times of the diameter of connection reinforcing bar (2).
CN201821204943.6U 2018-07-27 2018-07-27 Assembled parapet Active CN208858067U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821204943.6U CN208858067U (en) 2018-07-27 2018-07-27 Assembled parapet

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821204943.6U CN208858067U (en) 2018-07-27 2018-07-27 Assembled parapet

Publications (1)

Publication Number Publication Date
CN208858067U true CN208858067U (en) 2019-05-14

Family

ID=66413354

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821204943.6U Active CN208858067U (en) 2018-07-27 2018-07-27 Assembled parapet

Country Status (1)

Country Link
CN (1) CN208858067U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108756084A (en) * 2018-07-27 2018-11-06 广东建星建造集团有限公司 Assembled parapet and attaching method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108756084A (en) * 2018-07-27 2018-11-06 广东建星建造集团有限公司 Assembled parapet and attaching method thereof

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