CN111576751A - Parapet wall construction method capable of shortening construction period - Google Patents
Parapet wall construction method capable of shortening construction period Download PDFInfo
- Publication number
- CN111576751A CN111576751A CN202010454633.5A CN202010454633A CN111576751A CN 111576751 A CN111576751 A CN 111576751A CN 202010454633 A CN202010454633 A CN 202010454633A CN 111576751 A CN111576751 A CN 111576751A
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- Prior art keywords
- parapet
- steel bar
- main body
- shortening
- construction method
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage; Sky-lights
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
Abstract
The invention discloses a parapet wall construction method capable of shortening construction period, which comprises the following steps: the method comprises the following steps: prefabricating a prefabricated part; step two: the components and the steel bars are mutually matched and built; step three: pouring concrete; step four: and (6) laying an outer wall. The construction of the component and the steel bar comprises the following steps: step 1: assembling the main structure plate monomers to each other, so that the reinforcing steel bars between the upper monomers and the lower monomers of the main structure plate are inserted into the reserved through holes to be correspondingly communicated; step 2: when the main body structural slab monomer is lapped each other, make the main body structural slab alternate to reserve the through-hole through the reinforcing bar and peg graft between the reinforcing bar with rib and make up. This parapet construction method that can shorten time limit for a project carries out direct equipment through prefabricated component, is favorable to reducing the time cost of building the structure to the parapet, can reduce manpower and materials, and the laying of the outer wall of being convenient for simultaneously is favorable to guaranteeing to carry out quick processing in the short-term.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a parapet wall construction method capable of shortening construction period.
Background
Along with the development of the building industry, building construction work is developing more and more rapidly, the parapet wall has unique functions on building modeling and waterproof construction, has good effect on beautifying the appearance of a building, can prevent personnel from falling off, can play a role in roof waterproofing, and is an essential part in the building construction process;
in the parapet building construction under the background of the prior art, only a few engineering operations are carried out by adopting a transfer construction mode, the parapet is not beneficial to ensuring the rapid construction of the parapet and shortening the construction period, and meanwhile, the stability of the whole structure cannot be ensured when the parapet building construction is carried out, and the external wall is not convenient to rapidly apply.
Disclosure of Invention
The invention aims to provide a parapet construction method capable of shortening the construction period, and aims to solve the problems that in the conventional parapet construction provided by the background technology, only a few engineering operations are carried out in a transfer mode, the parapet construction is not favorable for ensuring the rapid construction of the parapet, the construction period is not favorable for shortening, and meanwhile, the stability of the whole structure cannot be ensured and the external wall is not convenient to be quickly pasted during construction.
In order to achieve the purpose, the invention provides the following technical scheme: a parapet construction method capable of shortening a construction period, the construction method comprising the steps of:
the method comprises the following steps: prefabricating a prefabricated part;
step two: the components and the steel bars are mutually matched and built;
step three: pouring concrete;
step four: and (6) laying an outer wall.
Preferably, the prefabricated part in the first step is a main body structural plate, and the inner part and the side arms of the main body structural plate are respectively provided with a steel bar binding reserved groove and a steel bar inserting reserved through hole.
Preferably, the reinforcing bar interlude is reserved the through-hole and is set up at the top and the bottom of main part structure board, and the reinforcing bar interlude is reserved the through-hole and is the symmetry setting to the reinforcing bar interlude is reserved the center pin of through-hole and main part structure board and is equal with the horizontal distance between the lateral wall of main part structure board.
Preferably, the building of the member and the steel bar in the second step comprises the following steps:
step 1: assembling the main structure plate monomers to each other, so that the reinforcing steel bars between the upper monomers and the lower monomers of the main structure plate are inserted into the reserved through holes to be correspondingly communicated;
step 2: when the main body structure plate monomers are mutually lapped, the main body structure plate is spliced with the ribbed steel bars through the steel bar inserting reserved through holes for combination;
and step 3: and binding and fixing the ribbed steel bar monomers by utilizing the open rectangular stirrups in the steel bar binding preformed groove on the inner side of the main body structure plate.
Preferably, the single main structure plates are stacked vertically and staggered vertically, or stacked vertically and staggered vertically.
Preferably, the step three is to pour concrete in the reinforcement binding preformed groove, so that the main body structure plate monomers are integrally connected and fixed through the ribbed reinforcement and the cast-in-place concrete, and the parapet structure is completed.
Preferably, the left-right spacing dimension of the ribbed steel bar and the steel bar inserted into the reserved through hole is not less than 250 mm, the front-back spacing dimension of the single body of the ribbed steel bar and the steel bar inserted into the reserved through hole is not less than 100 mm, and the front-back spacing dimension of the single body of the ribbed steel bar and the steel bar inserted into the reserved through hole is not more than 200 mm.
Preferably, the number of the opening rectangular stirrups is not less than 2 in the inner part of the reinforcement preformed groove, and the opening rectangular stirrups are fixed by binding between the steel wires and the ribbed steel bars.
Preferably, the step four of external wall laying refers to laying of external wall tiles based on laying of cast-in-place concrete inside the reinforcement binding preformed groove.
Compared with the prior art, the invention has the beneficial effects that: this parapet construction method that can shorten time limit for a project carries out direct equipment through prefabricated component, is favorable to reducing the time cost of building the structure to the parapet, can reduce manpower and materials, and the laying of the outer wall of being convenient for simultaneously is favorable to guaranteeing to carry out quick processing in the short-term.
Drawings
FIG. 1 is a schematic flow chart of the present invention;
FIG. 2 is a schematic view of the overall structure of the main structural panel of the present invention;
FIG. 3 is a schematic view of a top cross-sectional structure of the main body structure panel of the present invention;
fig. 4 is a schematic view of an assembly structure of the main structure plate of the present invention.
In the figure: 1. a body structure panel; 2. the reinforcing steel bar is inserted into the reserved through hole; 3. binding a preformed groove with a steel bar; 4. ribbed steel bars; 5. the opening rectangle stirrup.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides a technical solution: a parapet wall construction method capable of shortening construction period comprises the following steps:
the method comprises the following steps: prefabricating a prefabricated part;
step two: the components and the steel bars are mutually matched and built;
step three: pouring concrete;
step four: and (6) laying an outer wall.
Further, the prefabricated part in the step one is a main body structure plate 1, and a steel bar binding reserved groove 3 and a steel bar inserting reserved through hole 2 are respectively formed in the inner part and the side arm of the main body structure plate 1.
Further, the reinforcing bar interlude reserves through-hole 2 and sets up at the top and the bottom of main part structure board 1, and the reinforcing bar interlude reserves through-hole 2 and is the symmetry setting to the reinforcing bar interlude reserves through-hole 2 and equals with the horizontal distance between the center pin of main part structure board 1 and the lateral wall of main part structure board 1.
Further, the building of the member and the steel bar in the second step comprises the following steps:
step 1: assembling the main body structure plate 1 monomers to each other, and enabling the reinforcing steel bars between the upper monomer and the lower monomer of the main body structure plate 1 to penetrate through the reserved through holes 2 for corresponding communication;
step 2: when the main body structure plate 1 monomers are mutually lapped, the main body structure plate 1 is spliced and combined with the ribbed steel bars 4 through the steel bar interpenetration reserved through holes 2;
and step 3: the steel bar binding preformed groove 3 on the inner side of the main body structure plate 1 is internally bound and fixed between the ribbed steel bars 4 by utilizing the open rectangular stirrups 5.
By ensuring the combination and connection between the main body structure plate 1 and the single body, the whole structure of the parapet wall is convenient, and the rapid assembly and the construction of the whole structure are ensured
Furthermore, the main structure plate 1 is constructed in a manner of being vertically overlapped and vertically staggered or combined for use, and can be suitable for different positions for operation.
Further, step three is to pour concrete in the steel bar binding preformed groove 3, so that the main body structural slab 1 single bodies are integrally connected and fixed with cast-in-place concrete through the ribbed steel bars 4, and the parapet construction is completed.
Further, the left-right spacing dimension of the ribbed steel bar 4 and the steel bar inserted into the reserved through hole 2 is not less than 250 mm, the front-back spacing dimension of the single body of the ribbed steel bar 4 and the steel bar inserted into the reserved through hole 2 is not less than 100 mm, and the front-back spacing dimension of the single body of the ribbed steel bar 4 and the steel bar inserted into the reserved through hole 2 is not more than 200 mm.
Further, 2 are no less than in opening rectangle stirrup 5 at the inside setting of reinforcement preformed groove 3, and opening rectangle stirrup 5 passes through the steel wire and the ligature is fixed between ribbed steel bar 4.
Further, the outer wall laying in the fourth step refers to laying of outer wall bricks based on laying of cast-in-place concrete inside the reinforcement binding preformed groove 3.
Example 1: when the parapet is constructed, firstly, a main body structural plate 1 is prefabricated, after the prefabrication is completed, reinforcing steel bars arranged in the main body structural plate 1 are inserted into reserved through holes 2, so that the main body structural plate 1 monomers are vertically combined up and down, meanwhile, the reinforcing steel bars inserted into the reserved through holes 2 are inserted into ribbed reinforcing steel bars 4 protruding from the top end of the main body wall, the ribbed reinforcing steel bars 4 are bound and fixed through open rectangular stirrups 5, then, concrete is poured through reinforcing steel bar binding reserved grooves 3, the parapet is convenient to construct quickly, and the outer wall is laid through the concrete;
example 2: when carrying out the construction of parapet, at first carry out main part structural slab 1's prefabrication, after the prefabrication was accomplished, the reinforcing bar that sets up through main part structural slab 1's inside alternates and reserves through-hole 2, make crisscross coincide combination from top to bottom between main part structural slab 1 monomer, make the inside of reinforcing bar interlude reservation through-hole 2 alternate from the convex ribbed steel bar 4 in top of main part wall simultaneously, make ribbed steel bar 4 alternate in proper order in the inside of main part structural slab 1 of difference, then it is fixed to carry out the ligature between ribbed steel bar 4 monomer through opening rectangle stirrup 5, then carry out pouring of concrete through reinforcement preformed groove 3, so that the rapid structure of parapet, and carry out laying of outer wall body through the concrete.
In the embodiments provided in the present application, it should be understood that the disclosed apparatus and method can be implemented in other ways. The apparatus embodiments described above are merely illustrative, and for example, the flowchart and block diagrams in the figures illustrate the architecture, functionality, and operation of possible implementations of apparatus, methods and computer program products according to various embodiments of the present application. In this regard, each block in the flowchart or block diagrams may represent a module, segment, or portion of code, which comprises one or more executable instructions for implementing the specified logical function(s). It should also be noted that, in some alternative implementations, the functions noted in the block may occur out of the order noted in the figures. For example, two blocks shown in succession may, in fact, be executed substantially concurrently, or the blocks may sometimes be executed in the reverse order, depending upon the functionality involved. It will also be noted that each block of the block diagrams and/or flowchart illustration, and combinations of blocks in the block diagrams and/or flowchart illustration, can be implemented by special purpose hardware-based systems which perform the specified functions or acts, or combinations of special purpose hardware and computer instructions.
In addition, functional modules in the embodiments of the present application may be integrated together to form an independent part, or each module may exist separately, or two or more modules may be integrated to form an independent part.
The functions, if implemented in the form of software functional modules and sold or used as a stand-alone product, may be stored in a computer readable storage medium. Based on such understanding, the technical solution of the present application or portions thereof that substantially contribute to the prior art may be embodied in the form of a software product stored in a storage medium and including instructions for causing a computer device (which may be a personal computer, a server, or a network device) to execute all or part of the steps of the method according to the embodiments of the present application. And the aforementioned storage medium includes: various media capable of storing program codes, such as a usb disk, a removable hard disk, a Read-only memory (ROM), a Random Access Memory (RAM), a magnetic disk, or an optical disk. It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
The above description is only a preferred embodiment of the present application and is not intended to limit the present application, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, improvement and the like made within the spirit and principle of the present application shall be included in the protection scope of the present application. It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.
The above description is only for the specific embodiments of the present application, but the scope of the present application is not limited thereto, and any person skilled in the art can easily conceive of the changes or substitutions within the technical scope of the present application, and all the changes or substitutions should be covered by the scope of the present application. Therefore, the protection scope of the present application shall be subject to the protection scope of the claims.
Claims (9)
1. A parapet construction method capable of shortening construction period is characterized in that: the construction method comprises the following steps:
the method comprises the following steps: prefabricating a prefabricated part;
step two: the components and the steel bars are mutually matched and built;
step three: pouring concrete;
step four: and (6) laying an outer wall.
2. A parapet construction method capable of shortening a construction period according to claim 1, wherein: the prefabricated part in the step one is a main body structure plate (1), and a reinforcement binding preformed groove (3) and a reinforcement insertion preformed through hole (2) are respectively formed in the inner part and the side arm of the main body structure plate (1).
3. A parapet construction method capable of shortening a construction period according to claim 2, wherein: the reinforcing bar alternates reserves through-hole (2) and sets up at the top and the bottom of main part structure board (1), and reinforcing bar alternates and reserves through-hole (2) and be the symmetry setting to the reinforcing bar alternates and reserves the horizontal distance between the center pin of through-hole (2) and main part structure board (1) and the lateral wall of main part structure board (1) and equals.
4. A parapet construction method capable of shortening a construction period according to claim 1, wherein: the building of the member and the steel bar in the second step comprises the following steps:
step 1: assembling the main body structure plate (1) monomers mutually, so that the reinforcing steel bars between the upper monomer and the lower monomer of the main body structure plate (1) are inserted into the reserved through holes (2) to be correspondingly communicated;
step 2: when the main body structure plate (1) monomers are mutually lapped, the main body structure plate (1) is spliced and combined with the ribbed steel bars (4) through the steel bar interpenetration reserved through holes (2);
and step 3: the steel bar binding preformed groove (3) on the inner side of the main body structure plate (1) is internally bound and fixed among the ribbed steel bar (4) monomers by utilizing the open rectangular stirrup (5).
5. A parapet construction method capable of shortening a construction period according to claim 4, wherein: the main body structure plate (1) is constructed in a mode of one or combination of vertically and mutually overlapped and vertically staggered.
6. A parapet construction method capable of shortening a construction period according to claim 1, wherein: and step three, pouring concrete in the steel bar binding preformed groove (3) to integrally connect and fix the single main body structure plates (1) through the ribbed steel bars (4) and the cast-in-place concrete so as to complete the construction of the parapet.
7. A parapet construction method capable of shortening a construction period according to claim 4, wherein: the left-right spacing dimension of the ribbed steel bar (4) and the steel bar inserting reserved through hole (2) is not less than 250 mm, the front-back spacing dimension of the single body of the ribbed steel bar (4) and the steel bar inserting reserved through hole (2) is not less than 100 mm, and the front-back spacing dimension of the single body of the ribbed steel bar (4) and the steel bar inserting reserved through hole (2) is not more than 200 mm.
8. A parapet construction method capable of shortening a construction period according to claim 4, wherein: the opening rectangular stirrups (5) are arranged in the reinforcement preformed groove (3) at least 2, and the opening rectangular stirrups (5) are fixedly bound with the ribbed steel bars (4) through steel wires.
9. A parapet construction method capable of shortening a construction period according to claim 1, wherein: and the step four, external wall laying refers to laying of external wall bricks based on laying of cast-in-place concrete in the reinforcement binding preformed groove (3).
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010454633.5A CN111576751A (en) | 2020-05-26 | 2020-05-26 | Parapet wall construction method capable of shortening construction period |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202010454633.5A CN111576751A (en) | 2020-05-26 | 2020-05-26 | Parapet wall construction method capable of shortening construction period |
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| CN111576751A true CN111576751A (en) | 2020-08-25 |
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Citations (6)
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|---|---|---|---|---|
| CN101558207A (en) * | 2006-08-01 | 2009-10-14 | 温布利创新有限公司 | Reinforced masonry panel structures |
| CN103422606A (en) * | 2013-08-14 | 2013-12-04 | 歌山建设集团有限公司 | Structural column erecting-free block and construction method thereof |
| CN205476118U (en) * | 2016-01-17 | 2016-08-17 | 徐丽莎 | Hollow building block parapet |
| CN106760047A (en) * | 2016-11-18 | 2017-05-31 | 南宁学院 | A kind of steel brick and its construction method |
| CN110512791A (en) * | 2019-09-05 | 2019-11-29 | 新昌县远轴工业设计有限公司 | A kind of building block and production mold and production method and build the wall formed |
| CN110712290A (en) * | 2019-10-29 | 2020-01-21 | 山东汇富建设集团建筑工业有限公司 | Preparation process of novel precast beam |
-
2020
- 2020-05-26 CN CN202010454633.5A patent/CN111576751A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101558207A (en) * | 2006-08-01 | 2009-10-14 | 温布利创新有限公司 | Reinforced masonry panel structures |
| CN103422606A (en) * | 2013-08-14 | 2013-12-04 | 歌山建设集团有限公司 | Structural column erecting-free block and construction method thereof |
| CN205476118U (en) * | 2016-01-17 | 2016-08-17 | 徐丽莎 | Hollow building block parapet |
| CN106760047A (en) * | 2016-11-18 | 2017-05-31 | 南宁学院 | A kind of steel brick and its construction method |
| CN110512791A (en) * | 2019-09-05 | 2019-11-29 | 新昌县远轴工业设计有限公司 | A kind of building block and production mold and production method and build the wall formed |
| CN110712290A (en) * | 2019-10-29 | 2020-01-21 | 山东汇富建设集团建筑工业有限公司 | Preparation process of novel precast beam |
Non-Patent Citations (1)
| Title |
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| 湖南省土木建筑学会主编: "《现代建筑施工与项目管理》", 30 June 2007, 吉林科学技术出版社 * |
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Application publication date: 20200825 |
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