CN110847699A - High-performance concrete prefabricated wall - Google Patents

High-performance concrete prefabricated wall Download PDF

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Publication number
CN110847699A
CN110847699A CN201911193829.7A CN201911193829A CN110847699A CN 110847699 A CN110847699 A CN 110847699A CN 201911193829 A CN201911193829 A CN 201911193829A CN 110847699 A CN110847699 A CN 110847699A
Authority
CN
China
Prior art keywords
wall
coping
steel bar
enclosure
performance concrete
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
CN201911193829.7A
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Chinese (zh)
Inventor
赵思哲
王召婷
赵天荣
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.)
Songta Intellectual Property Operation Wuhan Co Ltd
Original Assignee
Songta Intellectual Property Operation Wuhan 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 Songta Intellectual Property Operation Wuhan Co Ltd filed Critical Songta Intellectual Property Operation Wuhan Co Ltd
Priority to CN201911193829.7A priority Critical patent/CN110847699A/en
Publication of CN110847699A publication Critical patent/CN110847699A/en
Pending legal-status Critical Current

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Classifications

    • 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
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/42Foundations for poles, masts or chimneys
    • 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
    • E04H17/168Fences constructed of rigid elements, e.g. with additional wire fillings or with posts using prefabricated panel-like elements, e.g. wired frames using panels fitted in grooves of posts
    • 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
    • E04H17/22Posts therefor anchoring means therefore, e.g. specially-shaped parts entering the ground; struts or the like 

Abstract

The invention discloses a high-performance concrete prefabricated enclosure wall and a using method thereof, wherein the high-performance concrete prefabricated enclosure wall comprises an enclosure wall plate, enclosure wall columns, embedded steel bars, foundation ring beams and a coping; the foundation ring beam is fixed on a construction plane, and the embedded steel bars are fixed in first steel bar holes of the foundation ring beam; the top of the enclosing wall column is provided with a through second reinforcing steel bar hole which is matched with the embedded reinforcing steel bar; the coping is arranged on the tops of the wall board and the wall column and matched with the wall board and the wall column. The invention adopts a modular design, has simple and firm structure and convenient disassembly and assembly, avoids the problems of unstable enclosure quality, lower tensile strength and shear strength and poorer earthquake resistance of the masonry caused by manual masonry, reduces the labor cost and reduces the environmental pollution, and has the characteristics of strong stability, high construction efficiency, small construction difficulty and short construction period.

Description

High-performance concrete prefabricated wall
Technical Field
The invention belongs to the field of construction walls, and relates to a high-performance concrete prefabricated enclosure wall.
Background
In general, the construction process of the enclosing wall includes firstly excavating earthwork on the ground, then pouring reinforced concrete to form a foundation and upright columns, then building wall surfaces and pressing tops between the upright columns by using bricks, and finally coating cement mortar on the wall surfaces to form a whole. By adopting the construction mode, the on-site wet operation processes are more, compared with dry operation, on one hand, the construction period is long, and after the project is finished, a large amount of construction waste can appear on the construction site, so that the environment is polluted and the appearance of the city is influenced; on the other hand, the wall body is built manually, the construction labor amount is large, and the labor cost is increased.
Disclosure of Invention
The invention aims to solve the technical problem of providing a high-performance concrete prefabricated enclosure wall, which adopts a modular design, has simple and firm structure and convenient disassembly and installation, avoids the problems of unstable enclosure wall quality, lower tensile strength and shear strength and poorer earthquake resistance of a masonry caused by manual masonry, reduces the labor cost, reduces the environmental pollution, and has the characteristics of strong stability, high construction efficiency, small construction difficulty and short construction period.
In order to solve the technical problems, the technical scheme adopted by the invention is as follows: a high-performance concrete prefabricated enclosure wall comprises an enclosure wall plate, enclosure wall columns, embedded steel bars, foundation ring beams and a coping; the foundation ring beam is fixed on a construction plane, and the embedded steel bars are fixed in first steel bar holes of the foundation ring beam; the top of the enclosing wall column is provided with a through second reinforcing steel bar hole which is matched with the embedded reinforcing steel bar; the coping is arranged on the tops of the wall board and the wall column and matched with the wall board and the wall column.
The wall board comprises a flat plate structure connected with wall columns.
The enclosure column comprises a columnar body with a vertical sliding groove formed in the side face, the embedded steel bars penetrate through the second steel bar holes to be connected with the enclosure columns, and the enclosure columns are in plug-in connection with the adjacent enclosure plates through the sliding grooves.
The foundation ring beam is a block-shaped body with a water dispersion slope and a first reinforcing steel bar hole on the upper surface.
The water dispersing slope is a plane which is arranged on the upper surface of the foundation ring beam and inclines towards the ground.
The coping comprises a block body which is composed of a surrounding wall board coping and a surrounding wall column coping and is provided with a groove at the bottom.
The wall board presses top bottom to set up recess and enclosing wall board cooperation, and enclosure post presses top bottom to set up recess and enclosing wall post cooperation.
The using method of the high-performance concrete prefabricated enclosure wall is characterized by comprising the following steps of:
s1, pouring a foundation ring beam on the bottom surface of the fence to be installed;
s2, embedding the embedded steel bars in the first steel bar holes;
and S3, connecting the wall panels and the wall columns outside the embedded steel bars in series from bottom to top through the second steel bar holes, thereby splicing the assembled wall.
A high-performance concrete prefabricated enclosure wall comprises an enclosure wall plate, enclosure wall columns, embedded steel bars, foundation ring beams and a coping; the foundation ring beam is fixed on a construction plane, and the embedded steel bars are fixed in first steel bar holes of the foundation ring beam; the top of the enclosing wall column is provided with a through second reinforcing steel bar hole which is matched with the embedded reinforcing steel bar; the coping is arranged on the tops of the wall board and the wall column and matched with the wall board and the wall column. By adopting the modular design, the structure is simple and firm, the disassembly and the assembly are convenient, the labor cost is reduced, the environmental pollution is reduced, the stability is strong, the construction efficiency is high, the construction difficulty is small, and the construction period is short.
In a preferred arrangement, the wall panels comprise a flat plate structure connected to the wall studs. Simple structure, during the use, the sectional type is installed, and cast-in-place and prefabrication can accomplish rapid Assembly.
In preferred scheme, the enclosure column sets up vertical spout columnar body including the side, and pre-buried reinforcing bar passes a plurality of enclosure columns of second reinforcing bar jogged joint, and the enclosure column passes through spout grafting cooperation with adjacent enclosure board. Simple structure, during the use, through the connection of embedded bar, can conveniently overlap polylith enclosure board, increase the enclosure according to actual need.
In a preferred scheme, the foundation ring beam is a block body with a water dispersion slope and a first reinforcing steel bar hole on the upper surface. Simple structure, during the use, the ring roof beam is cast-in-place in the construction plane, and embedded steel pours in first reinforcing bar downthehole, can make things convenient for the hoist and mount of follow-up enclosure panel.
In a preferred scheme, the water dispersing slope is a plane which is arranged on the upper surface of the foundation ring beam and inclines towards the ground. Simple structure, during the use, the plane to ground slope can do benefit to the drainage, improves enclosure life.
In a preferred scheme, the coping comprises a block body which is composed of a surrounding wall board coping and a surrounding wall column coping and is provided with a groove at the bottom. Simple structure, during the use, through the bottom notch suit on corresponding enclosure board and enclosure post, can accomplish the preparation of bearing down on the top.
In preferred scheme, enclosure board pressure top bottom sets up recess and enclosure board cooperation, and enclosure post pressure top bottom sets up recess and enclosure post cooperation. Simple structure, during the use, through the notch cooperation, greatly improved the installation effectiveness of capping, do benefit to the rainwater and evacuate, improved enclosure structural stability.
In a preferred embodiment, the method for using the high-performance concrete prefabricated assembly type enclosure wall is characterized by comprising the following steps:
s1, pouring a foundation ring beam on the bottom surface of the fence to be installed;
s2, embedding the embedded steel bars in the first steel bar holes;
and S3, connecting the wall panels and the wall columns outside the embedded steel bars in series from bottom to top through the second steel bar holes, thereby splicing the assembled wall.
A high-performance concrete prefabricated enclosure wall comprises an enclosure wall plate, enclosure wall columns, embedded steel bars, foundation ring beams and a coping; the foundation ring beam is fixed on a construction plane, and the embedded steel bars are fixed in first steel bar holes of the foundation ring beam; the top of the enclosing wall column is provided with a through second reinforcing steel bar hole which is matched with the embedded reinforcing steel bar; the coping is arranged on the tops of the wall board and the wall column and matched with the wall board and the wall column. The invention adopts a modular design, has simple and firm structure and convenient disassembly and assembly, avoids the problems of unstable enclosure quality, lower tensile strength and shear strength and poorer earthquake resistance of the masonry caused by manual masonry, reduces the labor cost and reduces the environmental pollution, and has the characteristics of strong stability, stable structure, high construction efficiency, small construction difficulty and short construction period.
Drawings
The invention is further illustrated by the following examples in conjunction with the accompanying drawings:
fig. 1 is a schematic front view of the present invention.
Fig. 2 is a schematic top view of the structure of the wall studs and wall panels of the present invention.
Fig. 3 is a schematic structural view of the foundation ring beam of the present invention.
Fig. 4 is a front view of the wall column and the wall plate of the present invention.
The reference numbers in the figures are: the wall board comprises a wall board 1, a wall column 2, embedded steel bars 3, foundation ring beams 4, a coping 5, a wall board coping 51, a wall column coping 52, a water-sprinkling slope 6, a sliding groove 7, a first steel bar hole 81 and a second steel bar hole 82.
Detailed Description
As shown in fig. 1 to 4, a high-performance concrete prefabricated enclosure wall comprises an enclosure wall plate 1, enclosure wall columns 2, embedded steel bars 3, foundation ring beams 4 and a coping 5; the foundation ring beam 4 is fixed on a construction plane, and the embedded steel bars 3 are fixed in the first steel bar holes 81 of the foundation ring beam 4; the top of the surrounding wall column 2 is provided with a through second steel bar hole 82 which is matched with the embedded steel bar 3; the coping 5 is arranged on the tops of the wall board 1 and the wall column 2 and is matched with the wall board. By adopting the modular design, the structure is simple and firm, the disassembly and the assembly are convenient, the labor cost is reduced, the environmental pollution is reduced, the stability is strong, the construction efficiency is high, the construction difficulty is small, and the construction period is short.
In the preferred embodiment, the wall panels 1 comprise a flat plate structure connected to the wall studs 2. Simple structure, during the use, the sectional type is installed, and cast-in-place and prefabrication can accomplish rapid Assembly.
In the preferred scheme, the enclosure column 2 sets up 7 columnar bodies of vertical spout including the side, and embedded steel bar 3 passes second reinforcing bar hole 82 and connects a plurality of enclosure columns 2, and enclosure column 2 passes through spout 7 with adjacent enclosure 1 and pegs graft the cooperation. Simple structure, during the use, through embedded reinforcement 3's connection, can conveniently overlap polylith enclosure board 1, increase the enclosure according to actual need.
In a preferred scheme, the foundation ring beam 4 is a block body with the water sprinkling slope 6 and the first reinforcing steel bar holes 81 arranged on the upper surface. Simple structure, during the use, the cast-in-place in the construction plane of circle roof beam, embedded steel bar 3 pours in first reinforcing bar hole 81, can make things convenient for the hoist and mount of follow-up enclosure panel 1.
In a preferred scheme, the water dispersing slope 6 is a plane which is arranged on the upper surface of the foundation ring beam 4 and inclines towards the ground. Simple structure, during the use, the plane to ground slope can do benefit to the drainage, improves enclosure life.
In a preferred embodiment, the coping 5 comprises a block body with a groove at the bottom, which is composed of a wall board coping 51 and a wall column coping 52. Simple structure, during the use, through bottom notch suit on corresponding enclosure 1 and enclosure post 2, can accomplish the preparation of coping 5.
In the preferred scheme, the bottom of enclosing wall board coping 51 sets up the recess and cooperates with enclosing wall board 1, and enclosing wall post coping 52 bottom sets up the recess and cooperates with enclosing wall post 2. Simple structure, during the use, through the notch cooperation, greatly improved the installation effectiveness of coping 5, do benefit to the rainwater sparse, improved enclosure structural stability.
In a preferred embodiment, the method for using the high-performance concrete prefabricated assembly type enclosure wall is characterized by comprising the following steps:
s1, pouring a foundation ring beam 4 on the bottom surface of the fence to be installed;
s2, embedding the embedded steel bars 3 in the first steel bar holes 81;
and S3, connecting the wall board 1 and the wall columns 2 in series outside the embedded steel bars 3 from bottom to top through the second steel bar holes 82, thereby splicing the assembled wall.
When the prefabricated assembly type enclosure wall made of the high-performance concrete is installed and used, the foundation ring beam 4 is fixed on a construction plane, and the embedded steel bars 3 are fixed in the first steel bar holes 81 of the foundation ring beam 4; the top of the surrounding wall column 2 is provided with a through second steel bar hole 82 which is matched with the embedded steel bar 3; the coping 5 is arranged on the tops of the wall board 1 and the wall column 2 and is matched with the wall board. By adopting the modular design, the structure is simple and firm, the disassembly and the assembly are convenient, the labor cost is reduced, the environmental pollution is reduced, the stability is strong, the construction efficiency is high, the construction difficulty is small, and the construction period is short.
In use, the wall panel 1 comprises a slab structure connected to the wall studs 2. The sectional type is installed, cast in place and prefabricated, and rapid assembly can be completed.
During the use, enclosure column 2 sets up 7 columnar body of vertical spout including the side, and embedded reinforcement 3 passes second reinforcing bar hole 82 and connects a plurality of enclosure columns 2, and enclosure column 2 passes through spout 7 with adjacent enclosure 1 and pegs graft the cooperation. Through the connection of embedded steel bar 3, can conveniently overlap polylith enclosure board 1, increase the enclosure according to actual need.
When in use, the foundation ring beam 4 is a block body with the water dispersion slope 6 and the first reinforcing steel bar holes 81 arranged on the upper surface. The ring beam is cast in place on a construction plane, the embedded steel bars 3 are poured in the first steel bar holes 81, and subsequent hoisting of the wall board 1 can be facilitated.
When in use, the water dispersing slope 6 is a plane which is arranged on the upper surface of the foundation ring beam 4 and inclines towards the ground. The plane of inclining to ground can do benefit to the drainage, improves enclosure life.
In use, the coping 5 comprises a block body which is composed of a surrounding wall board coping 51 and a surrounding wall column coping 52 and is provided with a groove at the bottom. The bottom notch is sleeved on the corresponding wall board 1 and the corresponding wall column 2, and then the manufacture of the coping 5 can be completed.
When the wall column pressing device is used, the bottom of the wall plate pressing top 51 is provided with a groove matched with the wall plate 1, and the bottom of the wall column pressing top 52 is provided with a groove matched with the wall column 2. Through the notch cooperation, greatly improved the installation effectiveness of coping 5, do benefit to the rainwater sparse, improved enclosure structural stability.
When in use, the foundation ring beam 4 is poured on the bottom surface of the enclosing wall needing to be installed; then embedding the embedded steel bars 3 in the first steel bar holes 81; and finally, connecting the wall panel 1 and the wall columns 2 outside the embedded steel bars 3 in series from bottom to top through the second steel bar holes 82, thereby splicing the assembled wall.
The above-described embodiments are merely preferred embodiments of the present invention, and should not be construed as limiting the present invention, and features in the embodiments and examples in the present application may be arbitrarily combined with each other without conflict. The protection scope of the present invention is defined by the claims, and includes equivalents of technical features of the claims. I.e., equivalent alterations and modifications within the scope hereof, are also intended to be within the scope of the invention.

Claims (8)

1. The utility model provides a prefabricated assembled enclosure of high performance concrete which characterized by: the wall comprises a wall board (1), wall columns (2), embedded steel bars (3), foundation ring beams (4) and a coping (5); the foundation ring beam (4) is fixed on a construction plane, and the embedded steel bars (3) are fixed in first steel bar holes (81) of the foundation ring beam (4); the top of the surrounding wall column (2) is provided with a through second steel bar hole (82) which is matched with the embedded steel bar (3); the coping (5) is arranged on the tops of the wall board (1) and the wall column (2) and is matched with the wall board and the wall column.
2. The high performance concrete prefabricated assembly type enclosure wall as claimed in claim 1, wherein: the wall board (1) comprises a flat plate structure connected with the wall columns (2).
3. The high performance concrete prefabricated assembly type enclosure wall as claimed in claim 1, wherein: the wall post (2) sets up vertical spout (7) columnar body including the side, and a plurality of wall posts (2) are connected in embedded reinforcement (3) pass second reinforcing bar hole (82), and wall post (2) and adjacent wall board (1) are through spout (7) cooperation of pegging graft.
4. The high performance concrete prefabricated assembly type enclosure wall as claimed in claim 1, wherein: the foundation ring beam (4) is a block body with a water dispersing slope (6) and a first reinforcing steel bar hole (81) arranged on the upper surface.
5. The high performance concrete prefabricated assembly type enclosure wall as claimed in claim 4, wherein: the water dispersing slope (6) is a plane which is arranged on the upper surface of the foundation ring beam (4) and inclines towards the ground.
6. The high performance concrete prefabricated assembly type enclosure wall as claimed in claim 1, wherein: the coping (5) comprises a block body which is composed of a surrounding wall board coping (51) and a surrounding wall column coping (52) and is provided with a groove at the bottom.
7. The high performance concrete prefabricated assembly type enclosure wall as claimed in claim 6, wherein: the bottom of the wall board coping (51) is provided with a groove matched with the wall board (1), and the bottom of the wall column coping (52) is provided with a groove matched with the wall column (2).
8. The use method of the high-performance concrete prefabricated assembly type enclosure wall as claimed in claims 1 to 7, characterized by comprising the following steps:
s1, pouring a foundation ring beam (4) on the bottom surface of the fence to be installed;
s2, embedding the embedded steel bars (3) in the first steel bar holes (81);
and S3, connecting the wall board (1) and the wall columns (2) in series outside the embedded steel bars (3) from bottom to top through the second steel bar holes (82), and splicing to form the assembly type wall.
CN201911193829.7A 2019-11-28 2019-11-28 High-performance concrete prefabricated wall Pending CN110847699A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201911193829.7A CN110847699A (en) 2019-11-28 2019-11-28 High-performance concrete prefabricated wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201911193829.7A CN110847699A (en) 2019-11-28 2019-11-28 High-performance concrete prefabricated wall

Publications (1)

Publication Number Publication Date
CN110847699A true CN110847699A (en) 2020-02-28

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113293892A (en) * 2021-06-15 2021-08-24 金根强 Assembly type building wall and assembly method

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011247072A (en) * 2010-04-27 2011-12-08 Marutaka Kogyo Inc Installation foundation and construction method thereof
CN202249009U (en) * 2011-08-04 2012-05-30 创银(天津)建材有限公司 Assembled enclosing wall
CN203394170U (en) * 2013-08-16 2014-01-15 四川电力建设三公司 Prefabricated enclosing wall
CN206329145U (en) * 2016-12-20 2017-07-14 杭州泽通建筑节能新材料有限公司 A kind of quick assembled type enclosure wall
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

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011247072A (en) * 2010-04-27 2011-12-08 Marutaka Kogyo Inc Installation foundation and construction method thereof
CN202249009U (en) * 2011-08-04 2012-05-30 创银(天津)建材有限公司 Assembled enclosing wall
CN203394170U (en) * 2013-08-16 2014-01-15 四川电力建设三公司 Prefabricated enclosing wall
CN206329145U (en) * 2016-12-20 2017-07-14 杭州泽通建筑节能新材料有限公司 A kind of quick assembled type enclosure wall
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

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113293892A (en) * 2021-06-15 2021-08-24 金根强 Assembly type building wall and assembly method

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Application publication date: 20200228