CN114837491A - Prefabricated enclosure of assembled - Google Patents

Prefabricated enclosure of assembled Download PDF

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Publication number
CN114837491A
CN114837491A CN202210549828.7A CN202210549828A CN114837491A CN 114837491 A CN114837491 A CN 114837491A CN 202210549828 A CN202210549828 A CN 202210549828A CN 114837491 A CN114837491 A CN 114837491A
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CN
China
Prior art keywords
prefabricated
wall
foundation
short wall
steel bars
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.)
Pending
Application number
CN202210549828.7A
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Chinese (zh)
Inventor
黄福东
越淼
王寅君
赵晓辉
张国栋
顾宇智
樊卓瑞
关晓静
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.)
Shanxi Construction Investment Yuanda Construction Industry Co ltd
Original Assignee
Shanxi Construction Investment Yuanda Construction Industry 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 Shanxi Construction Investment Yuanda Construction Industry Co ltd filed Critical Shanxi Construction Investment Yuanda Construction Industry Co ltd
Priority to CN202210549828.7A priority Critical patent/CN114837491A/en
Publication of CN114837491A publication Critical patent/CN114837491A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00Fencing, e.g. fences, enclosures, corrals
    • E04H17/14Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
    • E04H17/16Fences constructed of rigid elements, e.g. with additional wire fillings or with posts using prefabricated panel-like elements, e.g. wired frames
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00Fencing, e.g. fences, enclosures, corrals
    • E04H17/14Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
    • E04H17/16Fences constructed of rigid elements, e.g. with additional wire fillings or with posts using prefabricated panel-like elements, e.g. wired frames
    • E04H17/161Fences constructed of rigid elements, e.g. with additional wire fillings or with posts using prefabricated panel-like elements, e.g. wired frames using wire panels
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00Fencing, e.g. fences, enclosures, corrals
    • E04H17/14Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
    • E04H17/20Posts therefor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00Fencing, e.g. fences, enclosures, corrals
    • E04H17/14Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
    • E04H17/20Posts therefor
    • E04H17/22Anchoring means therefor, e.g. specially-shaped parts entering the ground; Struts or the like
    • 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
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Retaining Walls (AREA)

Abstract

The invention relates to the field of enclosing walls, in particular to an assembled prefabricated enclosing wall, which comprises a prefabricated foundation, prefabricated columns and prefabricated short walls; a prefabricated foundation cup-shaped slot is arranged on a prefabricated foundation, and foundation limiting clamping grooves are formed in the left side and the right side of the prefabricated foundation cup-shaped slot; the bottom of the prefabricated column is inserted into the prefabricated foundation cup-shaped slot, and the left side and the right side of the bottom of the prefabricated column are provided with prefabricated column limiting steel bars; the left side surface and the right side surface of the prefabricated short wall are respectively provided with a short wall limiting clamping groove, the left end and the right end of the bottom of the prefabricated short wall are respectively vertically provided with a short wall limiting steel bar, and the two groups of short wall limiting steel bars are positioned between the two groups of prefabricated columns; when the prefabricated short wall is in the lowest point state, the short wall limiting steel bars are inserted into the foundation limiting clamping grooves, and the prefabricated column limiting steel bars are inserted into the short wall limiting clamping grooves. According to the invention, the prefabricated enclosing wall is easy to install, the quality of the prefabricated enclosing wall is good, meanwhile, the prefabricated enclosing wall is exquisite in design, various in wall decorations, and green and environment-friendly.

Description

Prefabricated enclosure of assembled
Technical Field
The invention relates to the field of enclosing walls, in particular to an assembled prefabricated enclosing wall.
Background
The construction of the enclosing wall mainly comprises three types: firstly, the sintered brick is built by laying bricks or stones, and the material uses the sintered brick as the main, and the brickmaking process is big to environmental pollution, builds the cycle length, and the in-process produces a large amount of raise dust, noise, sewage etc. and the low durability of later stage use intensity is poor, and the maintenance cost is high. Secondly, concrete is poured in situ, the construction speed is low, the on-site procedures are complicated, the manufacturing cost is high, a large amount of pollution can be generated, and the method is not environment-friendly. And thirdly, the metal enclosure mainly made of iron is high in construction speed, but is low in safety, poor in durability, single in shape and not sustainable, and the requirement of high-end customization cannot be met. The three kinds of construction enclosing walls all have the problems of waste of labor, time, materials and poor quality and cause environmental pollution.
Disclosure of Invention
The invention aims to provide an assembled prefabricated enclosing wall aiming at the problems of labor waste, time waste, material waste, poor quality and environmental pollution in the prior art for constructing the enclosing wall.
The technical scheme of the invention is as follows: an assembled prefabricated enclosure comprises a prefabricated foundation, prefabricated columns and prefabricated low walls;
the upper end surface of the prefabricated foundation is vertically provided with prefabricated foundation cup-shaped slots, the left side and the right side of each prefabricated foundation cup-shaped slot are vertically provided with foundation limiting clamping grooves, and the prefabricated foundation is provided with two groups; two groups of prefabricated columns are vertically arranged, the bottoms of the two groups of prefabricated columns are respectively inserted into the two groups of prefabricated foundation cup-shaped slots in a matched manner, prefabricated column limiting reinforcing steel bars are arranged on the left side and the right side of the bottom of each prefabricated column, and the prefabricated column limiting reinforcing steel bars are positioned above the prefabricated foundation and are in contact with the top of the prefabricated foundation; the prefabricated low wall is vertically and transversely arranged, the left side surface and the right side surface of the prefabricated low wall are both vertically provided with low wall limiting clamping grooves, openings are formed in the lower end surfaces of the prefabricated low wall by the low wall limiting clamping grooves, the left end and the right end of the bottom of the prefabricated low wall are both vertically provided with low wall limiting reinforcing steel bars, and the two groups of low wall limiting reinforcing steel bars are positioned between the two groups of prefabricated columns;
when the prefabricated short wall is in the lowest point state, the short wall limiting steel bars are inserted into the foundation limiting clamping grooves, and the prefabricated column limiting steel bars are inserted into the short wall limiting clamping grooves.
Preferably, the inner wall of the cup-shaped slot of the prefabricated foundation is provided with a prefabricated foundation metal embedded part, and the outer wall of the bottom of the prefabricated column is attached to the inner wall of the prefabricated foundation metal embedded part.
Preferably, when the prefabricated low wall is located at the lowest point, gaps between the foundation limiting clamping grooves and the prefabricated foundation cup-shaped slots are filled with fine aggregate concrete.
Preferably, the left end and the right end of the prefabricated low wall are respectively contacted with the two groups of prefabricated columns.
Preferably, two sets of spacing reinforcing bars of prefabricated post integrated design.
Compared with the prior art, the invention has the following beneficial technical effects: the prefabricated enclosure is easy to install, can realize quick installation, and the work efficiency is fast, and construction cycle is short, and the installation is not influenced by weather, has greatly guaranteed the construction progress. The construction period of the prefabricated enclosing wall is less than one third of the construction period of the bricked enclosing wall, and the engineering construction speed is greatly accelerated. The prefabricated enclosing wall has good quality, can reach the standard of fair-faced concrete, has good durability, and can avoid the common problems of enclosing wall quality such as tortoiseshell, crackle and the like. Meanwhile, the prefabricated enclosing wall is exquisite in design, various in wall decorations and very suitable for urban municipal construction, environment beautification and high-quality life. In addition, the prefabricated enclosing wall is green and environment-friendly, the material waste can be greatly reduced, and the generated construction site building rubbish is less.
Drawings
FIG. 1 is a schematic structural diagram of an embodiment of the present invention;
FIG. 2 is a diagram of a prefabricated low wall installation process;
FIG. 3 is a schematic view of the installation of the prefabricated low wall;
fig. 4 is a schematic view of a prefabricated enclosure wall with a railing and a lighting fixture.
Reference numerals: 1. prefabricating a foundation; 2. prefabricating a column; 3. prefabricating a low wall; 4. a basic limiting clamping groove; 5. prefabricating column limiting reinforcing steel bars; 6. short wall limiting steel bars; 7. a low wall limiting clamping groove; 8. prefabricating a basic cup-shaped slot; 9. and (5) prefabricating a base metal embedded part.
Detailed Description
Example one
The invention provides an assembled prefabricated enclosing wall, which comprises a prefabricated foundation 1, prefabricated columns 2 and prefabricated short walls 3;
as shown in fig. 1-2, two prefabricated foundation cup-shaped slots 8 are vertically arranged on the upper end surface of a prefabricated foundation 1, foundation limiting clamping grooves 4 are vertically arranged on the left side and the right side of each prefabricated foundation cup-shaped slot 8, and two prefabricated foundations 1 are arranged; two groups of prefabricated columns 2 are vertically arranged, the bottoms of the two groups of prefabricated columns 2 are respectively inserted into the two groups of prefabricated foundation cup-shaped slots 8 in a matched manner, prefabricated column limiting steel bars 5 are arranged on the left side and the right side of the bottom of each prefabricated column 2, the prefabricated column limiting steel bars 5 are positioned above the prefabricated foundation 1 and are in contact with the top of the prefabricated foundation 1, and the two groups of prefabricated column limiting steel bars 5 are integrally designed; the prefabricated short wall 3 is vertically and transversely arranged, short wall limiting clamping grooves 7 are vertically arranged on the left side surface and the right side surface of the prefabricated short wall 3, openings are formed in the lower end face of the prefabricated short wall 3 through the short wall limiting clamping grooves 7, short wall limiting reinforcing steel bars 6 are vertically arranged at the left end and the right end of the bottom of the prefabricated short wall 3, the two groups of short wall limiting reinforcing steel bars 6 are located between the two groups of prefabricated columns 2, and the left end and the right end of the prefabricated short wall 3 are respectively in contact with the two groups of prefabricated columns 2;
as shown in fig. 3, when the prefabricated short wall 3 is at the lowest point, the short wall limiting steel bars 6 are inserted into the foundation limiting clamping grooves 4, and the prefabricated column limiting steel bars 5 are inserted into the short wall limiting clamping grooves 7. And when the prefabricated low wall 3 is positioned at the lowest point, gaps between the foundation limiting clamping grooves 4 and the prefabricated foundation cup-shaped slots 8 are filled with fine aggregate concrete.
As shown in fig. 4, after the prefabricated short wall 3 is installed, the wire pipes and the bolts can be reserved at the tops of the prefabricated columns 2 for installing the lamp, the railings can be installed between the two groups of prefabricated columns 2 and located above the prefabricated short wall 3, and the railings can be fixed to the tops of the prefabricated short walls 3 through the bolts or welded and fixed through the embedded metal parts on the prefabricated short walls 3 and the prefabricated columns 2.
In the embodiment, the prefabricated enclosing wall is easy to install, can be quickly installed, is high in work efficiency and short in construction period, is not influenced by weather, and greatly ensures the construction progress. The construction period of the prefabricated enclosing wall is less than one third of that of the brick enclosing wall, and the engineering construction speed is greatly accelerated. The prefabricated enclosing wall has good quality, can reach the standard of fair-faced concrete, has good durability, and can avoid the common problems of enclosing wall quality such as tortoiseshell, crackle and the like. Meanwhile, the prefabricated enclosing wall is exquisite in design, various in wall decorations and very suitable for urban municipal construction, environment beautification and high-quality life. In addition, the prefabricated enclosing wall is green and environment-friendly, the material waste can be greatly reduced, and the generated construction site building rubbish is less.
Example two
As shown in fig. 1, compared with the first embodiment, the prefabricated base metal embedded part 9 is arranged on the inner wall of the prefabricated base cup-shaped slot 8, and the outer wall of the bottom of the prefabricated column 2 is attached to the inner wall of the prefabricated base metal embedded part 9. The prefabricated base metal embedded part 9 is high in strength and can ensure the perpendicularity of the prefabricated column 2.
The embodiments of the present invention have been described in detail with reference to the drawings, but the present invention is not limited thereto, and various changes can be made within the knowledge of those skilled in the art without departing from the gist of the present invention.

Claims (5)

1. An assembled prefabricated wall is characterized by comprising a prefabricated foundation (1), prefabricated columns (2) and prefabricated low walls (3);
the upper end surface of the prefabricated foundation (1) is vertically provided with prefabricated foundation cup-shaped slots (8), the left side and the right side of each prefabricated foundation cup-shaped slot (8) are vertically provided with foundation limiting clamping grooves (4), and the prefabricated foundation (1) is provided with two groups; two groups of prefabricated columns (2) are vertically arranged, the bottoms of the two groups of prefabricated columns (2) are respectively inserted into the two groups of prefabricated foundation cup-shaped slots (8) in a matched manner, prefabricated column limiting steel bars (5) are arranged on the left side and the right side of the bottom of each prefabricated column (2), and the prefabricated column limiting steel bars (5) are positioned above the prefabricated foundation (1) and are in contact with the top of the prefabricated foundation (1); the prefabricated short wall (3) is vertically and transversely arranged, short wall limiting clamping grooves (7) are vertically arranged on the left side surface and the right side surface of the prefabricated short wall (3), openings are formed in the lower end face of the prefabricated short wall (3) by the short wall limiting clamping grooves (7), short wall limiting reinforcing steel bars (6) are vertically arranged at the left end and the right end of the bottom of the prefabricated short wall (3), and the two groups of short wall limiting reinforcing steel bars (6) are located between the two groups of prefabricated columns (2);
when the prefabricated short wall (3) is in the lowest point state, the short wall limiting steel bars (6) are inserted into the foundation limiting clamping grooves (4), and the prefabricated column limiting steel bars (5) are inserted into the short wall limiting clamping grooves (7).
2. The prefabricated enclosure of claim 1 wherein the prefabricated base cup-shaped slot (8) has a prefabricated base metal embedded part (9) on its inner wall, and the outer wall of the bottom of the prefabricated column (2) is attached to the inner wall of the prefabricated base metal embedded part (9).
3. The prefabricated enclosure of claim 1 wherein gaps between the foundation retaining slots (4) and the prefabricated foundation cup-shaped slots (8) are filled with fine aggregate concrete when the prefabricated low wall (3) is at the lowest point.
4. Prefabricated enclosure according to claim 1, wherein the prefabricated low wall (3) is in contact with two sets of prefabricated columns (2) at its left and right ends, respectively.
5. Prefabricated enclosure of the assembled type as claimed in claim 1, wherein the two sets of prefabricated column retaining rebars (5) are integrally designed.
CN202210549828.7A 2022-05-20 2022-05-20 Prefabricated enclosure of assembled Pending CN114837491A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202210549828.7A CN114837491A (en) 2022-05-20 2022-05-20 Prefabricated enclosure of assembled

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202210549828.7A CN114837491A (en) 2022-05-20 2022-05-20 Prefabricated enclosure of assembled

Publications (1)

Publication Number Publication Date
CN114837491A true CN114837491A (en) 2022-08-02

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Citations (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20080277639A1 (en) * 2007-05-11 2008-11-13 Yi-Ting Huang Fence structure
CN105350562A (en) * 2015-11-18 2016-02-24 中国航空规划设计研究总院有限公司 Inserting type column leg with accurate leveling device and construction method of inserting type column leg
CN106150191A (en) * 2015-04-15 2016-11-23 吴方华 A kind of full ground form assembled light bounding wall system and construction method
CN205713146U (en) * 2016-05-01 2016-11-23 河北中儒软件科技股份有限公司 A kind of quick location and installation attachment structure of PC prefabricated panel
CN106351511A (en) * 2016-10-10 2017-01-25 中建局集团第五建筑有限公司 Prefabricated part combined enclosing wall and installing method thereof
CN206562836U (en) * 2017-02-27 2017-10-17 鹤壁东江建筑工业科技有限公司 Fully-prefabricated assembled enclosure wall
CN107338803A (en) * 2017-07-13 2017-11-10 浙江永联建设工程股份有限公司 A kind of assembly type building U-type groove basis and its construction method
CN107476649A (en) * 2017-08-18 2017-12-15 国网上海市电力公司 A kind of Assembled enclosing wall construction method
CN209538790U (en) * 2019-01-03 2019-10-25 河南中安征信建筑科技有限公司 Prefabricated assembled concrete guardrail enclosure wall
CN110424814A (en) * 2019-08-07 2019-11-08 广西科技大学 A kind of prefabricated enclosure wall
CN211874116U (en) * 2019-10-15 2020-11-06 河北招贤新型建材科技有限公司 Assembled enclosure
CN213205219U (en) * 2020-05-15 2021-05-14 中国电建集团贵阳勘测设计研究院有限公司 Full prefabricated wall
CN214035078U (en) * 2020-05-18 2021-08-24 中国电建集团贵阳勘测设计研究院有限公司 Light prefabricated enclosure wall
CN214303188U (en) * 2020-10-23 2021-09-28 福建建泰建筑科技有限责任公司 Prefabricated assembled enclosure of fast-assembling
CN113530358A (en) * 2021-08-12 2021-10-22 安徽建工嘉和建筑工业有限公司 Assembled decoration integrated enclosure wall unit and assembling method
CN216239326U (en) * 2021-11-17 2022-04-08 赣南科技学院 Vertical half grout sleeve grout connects full assembled RC wallboard structure
CN114382338A (en) * 2022-03-02 2022-04-22 广州建筑股份有限公司 Assembled enclosure wall and construction method

Patent Citations (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20080277639A1 (en) * 2007-05-11 2008-11-13 Yi-Ting Huang Fence structure
CN106150191A (en) * 2015-04-15 2016-11-23 吴方华 A kind of full ground form assembled light bounding wall system and construction method
CN105350562A (en) * 2015-11-18 2016-02-24 中国航空规划设计研究总院有限公司 Inserting type column leg with accurate leveling device and construction method of inserting type column leg
CN205713146U (en) * 2016-05-01 2016-11-23 河北中儒软件科技股份有限公司 A kind of quick location and installation attachment structure of PC prefabricated panel
CN106351511A (en) * 2016-10-10 2017-01-25 中建局集团第五建筑有限公司 Prefabricated part combined enclosing wall and installing method thereof
CN206562836U (en) * 2017-02-27 2017-10-17 鹤壁东江建筑工业科技有限公司 Fully-prefabricated assembled enclosure wall
CN107338803A (en) * 2017-07-13 2017-11-10 浙江永联建设工程股份有限公司 A kind of assembly type building U-type groove basis and its construction method
CN107476649A (en) * 2017-08-18 2017-12-15 国网上海市电力公司 A kind of Assembled enclosing wall construction method
CN209538790U (en) * 2019-01-03 2019-10-25 河南中安征信建筑科技有限公司 Prefabricated assembled concrete guardrail enclosure wall
CN110424814A (en) * 2019-08-07 2019-11-08 广西科技大学 A kind of prefabricated enclosure wall
CN211874116U (en) * 2019-10-15 2020-11-06 河北招贤新型建材科技有限公司 Assembled enclosure
CN213205219U (en) * 2020-05-15 2021-05-14 中国电建集团贵阳勘测设计研究院有限公司 Full prefabricated wall
CN214035078U (en) * 2020-05-18 2021-08-24 中国电建集团贵阳勘测设计研究院有限公司 Light prefabricated enclosure wall
CN214303188U (en) * 2020-10-23 2021-09-28 福建建泰建筑科技有限责任公司 Prefabricated assembled enclosure of fast-assembling
CN113530358A (en) * 2021-08-12 2021-10-22 安徽建工嘉和建筑工业有限公司 Assembled decoration integrated enclosure wall unit and assembling method
CN216239326U (en) * 2021-11-17 2022-04-08 赣南科技学院 Vertical half grout sleeve grout connects full assembled RC wallboard structure
CN114382338A (en) * 2022-03-02 2022-04-22 广州建筑股份有限公司 Assembled enclosure wall and construction method

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