CN102367699A - Construction method of large-area concrete terrace - Google Patents
Construction method of large-area concrete terrace Download PDFInfo
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- CN102367699A CN102367699A CN2011101746468A CN201110174646A CN102367699A CN 102367699 A CN102367699 A CN 102367699A CN 2011101746468 A CN2011101746468 A CN 2011101746468A CN 201110174646 A CN201110174646 A CN 201110174646A CN 102367699 A CN102367699 A CN 102367699A
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- terrace
- little
- casings
- rod member
- sleeve pipe
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Road Paving Structures (AREA)
Abstract
The invention relates to the technical field of building construction, in particular to a construction method of a large-area concrete terrace. The method comprises the following steps of: transversely pre-burying casings on the periphery with the openings of the casings facing outwards during construction of a previous small terrace; after the previous small terrace is molded by pouring, inserting straight rigid rod pieces into the casings, and fixedly connecting the outer ends of the rod pieces projecting out of the openings of the casings with steel bars of a next small terrace; and after the next small terrace is molded by pouring, cutting the rod pieces from the joint between the two small terraces. Due to the adoption of the method, slotted ground can be prevented, and the engineering quality can be improved.
Description
Technical field
The present invention relates to technical field of building construction, particularly the job practices of large tracts of land coagulation terrace.
Background technology
In large tracts of land coagulation floor construction process; Often take the method for block construction; The sequence construction method of promptly constructing again in the fritter terrace outside of having constructed, because block construction, surface settlement is uneven; Be prone to cause between two plots of adjacent terraces parting seam occurs, directly influence the globality of large tracts of land coagulation terrace.
The method of existing control concrete building plate thickness is on the wall column reinforcing bar, is ferreted out the line of 50cm, and diagonal wiring is measured control downwards with invar tape, and this method workload is big, error is many, consuming time, consumption power, causes careless omission easily.And, as when weight or people step down on the reinforcing bar that has tied up, also can make being shifted of fixing originally, so only rely on the traditional concrete method for controlling thickness can't guarantee the accurate construction of thickness of slab control.
Summary of the invention
The object of the invention is to propose a kind of job practices that improves large tracts of land coagulation terrace globality.
The present invention adopts the block construction method, and in the horizontal service sleeve of periphery, the opening that makes sleeve pipe outwardly when last little floor construction; After treating that last plot of little terrace built moulding, in said sleeve pipe, insert straight shape rigidity rod member, and the outer end that will stretch out in the outer said rod member of the opening of sleeve pipe is fixedly connected with the reinforcing bar of a back little terrace; After treating that a back little terrace is built moulding, cut off said rod member from the seam crossing between two plots of little terraces.
The present invention has adopted the practical dowel bar of straight shape rigidity rod member, jumps in the method construction of beating in minute storehouse, and reinforcing bar is by building the colligation of order piecemeal, and is uneven for the surface settlement of avoiding the reinforcing bar disconnection to cause, and straight shape rigidity rod member is set in the parting seam position.Construct by close joint when concrete is built, more straight shape rigidity rod member is cut off after two to three days, guarantee that uniformity falls in the layer of large area concrete terrace, no parting seam is to improve workmanship.
Description of drawings
Fig. 1 is a kind of construction sketch map of the present invention.
The specific embodiment
As shown in Figure 1, the present invention adopts the block construction method.
In the horizontal service sleeve 2 of periphery, the opening that makes sleeve pipe 2 outwardly when 1 construction of last plot of little terrace.
After treating that last plot of little terrace 1 built moulding, in sleeve pipe 2, insert straight shape rigidity rod member 3, and outer rod member 3 outer ends of opening that will stretch out in sleeve pipe 2 are fixedly connected with the reinforcing bar 5 of a back little terrace 4.
After treating that a back little terrace 4 is built moulding, cut off rod member 3 from the seam crossing between two plots of little terraces 1 and 4.
Claims (1)
1. the job practices of a large tracts of land coagulation terrace adopts the block construction method, it is characterized in that when last little floor construction in the horizontal service sleeve of periphery, and the opening that makes sleeve pipe outwardly; After treating that last plot of little terrace built moulding, in said sleeve pipe, insert straight shape rigidity rod member, and the outer end that will stretch out in the outer said rod member of the opening of sleeve pipe is fixedly connected with the reinforcing bar of a back little terrace; After treating that a back little terrace is built moulding, cut off said rod member from the seam crossing between two plots of little terraces.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011101746468A CN102367699A (en) | 2011-06-27 | 2011-06-27 | Construction method of large-area concrete terrace |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011101746468A CN102367699A (en) | 2011-06-27 | 2011-06-27 | Construction method of large-area concrete terrace |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102367699A true CN102367699A (en) | 2012-03-07 |
Family
ID=45760287
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011101746468A Pending CN102367699A (en) | 2011-06-27 | 2011-06-27 | Construction method of large-area concrete terrace |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102367699A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108411731A (en) * | 2018-04-27 | 2018-08-17 | 上海核工程研究设计院有限公司 | A kind of power transmission bar assembly of prefabricated heavy mail road deck |
| CN108691262A (en) * | 2017-04-06 | 2018-10-23 | 五冶集团上海有限公司 | A method of steel form is fixed and adjusted for floor construction |
| CN111206746A (en) * | 2020-01-09 | 2020-05-29 | 海达建设集团有限公司 | Construction method of large-area terrace |
| CN111441215A (en) * | 2020-03-31 | 2020-07-24 | 上海宝冶集团有限公司 | Steel plate type force transmission rod assembly for concrete terrace and construction method thereof |
| CN114135077A (en) * | 2021-11-08 | 2022-03-04 | 中建四局第六建设有限公司 | Concrete super-building reset cutting floor construction method free of warehouse dividing strip structure |
| CN116289376A (en) * | 2023-03-20 | 2023-06-23 | 山东交通学院 | Connection structure and construction method of assembled concrete pavement base plate |
-
2011
- 2011-06-27 CN CN2011101746468A patent/CN102367699A/en active Pending
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108691262A (en) * | 2017-04-06 | 2018-10-23 | 五冶集团上海有限公司 | A method of steel form is fixed and adjusted for floor construction |
| CN108411731A (en) * | 2018-04-27 | 2018-08-17 | 上海核工程研究设计院有限公司 | A kind of power transmission bar assembly of prefabricated heavy mail road deck |
| CN111206746A (en) * | 2020-01-09 | 2020-05-29 | 海达建设集团有限公司 | Construction method of large-area terrace |
| CN111441215A (en) * | 2020-03-31 | 2020-07-24 | 上海宝冶集团有限公司 | Steel plate type force transmission rod assembly for concrete terrace and construction method thereof |
| CN114135077A (en) * | 2021-11-08 | 2022-03-04 | 中建四局第六建设有限公司 | Concrete super-building reset cutting floor construction method free of warehouse dividing strip structure |
| CN116289376A (en) * | 2023-03-20 | 2023-06-23 | 山东交通学院 | Connection structure and construction method of assembled concrete pavement base plate |
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Legal Events
| Date | Code | Title | Description |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20120307 |