CN203361431U - Steel bar connection structure for prefabricated parapet wall - Google Patents
Steel bar connection structure for prefabricated parapet wall Download PDFInfo
- Publication number
- CN203361431U CN203361431U CN2013203473741U CN201320347374U CN203361431U CN 203361431 U CN203361431 U CN 203361431U CN 2013203473741 U CN2013203473741 U CN 2013203473741U CN 201320347374 U CN201320347374 U CN 201320347374U CN 203361431 U CN203361431 U CN 203361431U
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- CN
- China
- Prior art keywords
- prefabricated
- corrugated steel
- single row
- parapet
- steel bar
- 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.)
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Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 42
- 239000010959 steel Substances 0.000 title claims abstract description 42
- 239000002002 slurry Substances 0.000 claims abstract description 5
- 230000003014 reinforcing Effects 0.000 claims description 18
- 239000011440 grout Substances 0.000 claims description 5
- 238000010276 construction Methods 0.000 abstract description 10
- 239000002131 composite material Substances 0.000 abstract 3
- 210000001503 Joints Anatomy 0.000 abstract 1
- 238000009417 prefabrication Methods 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 210000004080 Milk Anatomy 0.000 description 1
- 208000008425 Protein Deficiency Diseases 0.000 description 1
- 239000000969 carrier Substances 0.000 description 1
- 230000000875 corresponding Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Abstract
The utility model discloses a steel bar connection structure for a prefabricated parapet wall. A single row galvanized corrugated steel pipe is embedded in the central position in the prefabricated parapet wall. The top of the single row galvanized corrugated steel pipe is sealed, a single row steel bar is embedded in a roof prefabricated composite beam, the single row steel bar extends out of the roof prefabricated composite beam to be arranged in the single row galvanized corrugated steel pipe, and an upper slurry output hole and a lower grouting hole are formed in the single row galvanized corrugated steel pipe. When hoisted in position on site, the prefabricated parapet wall with the embedded single row galvanized corrugated steel pipe is easily in butt joint with the steel bar extending out of the roof composite beam, hoisting speed is accelerated, and a construction period is shortened. Due to the fact that the single row galvanized corrugated steel pipe is adopted, on-site grouting efficiency is improved.
Description
Technical field
The utility model relates to a kind of prefabricated parapet steel bar connecting structure, belongs to industrialization of construction industry and prefabrication and assembly construction technology.
Background technology
Prefabricated parapet is member commonly used in the prefabrication and assembly construction building, because parapet belongs to decoration element, does not participate in the stressed of agent structure, therefore the connected mode of prefabricated parapet can suitably be simplified than bearing carrier; Need again to bear larger wind load, top, house horizontal earthquake load and additional horizontal thrust but parapet is positioned at the top, house, it connects the requirement also should meet intensity and use under the imposed load effect.
Parapet is as the non-agent structure primary structure member of roofing, if realize the prefabricated of parapet, and complete prefabricated very important to the implementation structure member.The form of reinforcement of the steel concrete parapet that tradition is cast-in-place, to adopt double-deck steel mesh reinforcement form, as shown in Figure 1, reinforcing bar is thin and many, if directly this connected mode is transformed into to prefabricated parapet, the roofing back will stretch out double very close reinforcing bar, want pre-buried thin and close double sleeve 7 in prefabricated parapet simultaneously, the reinforcing bar that the prefabricated parapet of on-site hoisting is difficult to the roofing back is stretched out while installing is inserted in prefabricated parapet inner sleeve simultaneously, and the later stage workload of grouting is very large, therefore hoisting difficulty is large, long construction period, waste of material is many, can not fully demonstrate industrialized advantage.
The utility model content
The utility model, for the prior art deficiency, provides a kind of prefabrication and assembly construction construction of being convenient to, and saves material, the prefabricated parapet steel bar connecting structure of convenient construction.
The utility model is achieved through the following technical solutions:
A kind of prefabricated parapet steel bar connecting structure, comprise the prefabricated roof superposed beam of prefabricated parapet and prefabricated parapet below, the pre-buried single zinc-plated corrugated steel tube in center in described prefabricated parapet; The pre-buried single reinforcing bar of described prefabricated roof superposed beam, this single reinforcing bar stretches out the prefabricated roof superposed beam and is arranged in single zinc-plated corrugated steel tube.
Described single zinc-plated corrugated steel tube top seal, also be provided with top slurry outlet and bottom grout hole on single zinc-plated corrugated steel tube.
The internal diameter of described single zinc-plated corrugated steel tube is than more than the large 40mm of single bar diameter.
Compared with prior art, the beneficial effects of the utility model are:
Stretch out specification and the pre-buried single zinc-plated corrugated steel tube of spacing of reinforcing bar when 1, prefabricated parapet is prefabricated according to the superimposed back of roofing, relative and conventional sleeve connected mode, the quantity of zinc-plated bellows reduces, and prefabricated operation is simplified, good economy performance; When 2, the prefabricated parapet on-site hoisting of pre-buried single zinc-plated corrugated steel tube falls, with the superimposed back of roofing, to stretch out docking of reinforcing bar easier, the quickening of lifting speed, reduction of erection time; 3,, owing to having adopted single zinc-plated corrugated steel tube, on-the-spot grouting efficiency improves.
the accompanying drawing explanation
The structural representation that Fig. 1 is prior art parapet steel bar connecting structure;
The structural representation that Fig. 2 is the prefabricated parapet steel bar connecting structure of the utility model;
The structural representation that Fig. 3 is the single zinc-plated corrugated steel tube of the utility model.
In figure: 1, prefabricated parapet; 2, the prefabricated roof superposed beam; 3, double reinforcing bar; 4, single reinforcing bar; 5, the bottom grout hole; 6, the top slurry outlet; 7, pre-buried double sleeve; 8, single zinc-plated corrugated steel tube.
The specific embodiment
Under the prerequisite that guarantees parapet self intensity and instructions for use under corresponding load case, adopt the reinforcing bar connected mode of simplification can obtain economic benefit preferably.Double reinforced bar sleeve connected mode during the utility model connects tradition changes single reinforcing bar into and connects, single zinc-plated corrugated steel tube 8 at the pre-buried internal diameter in the middle part of prefabricated parapet 1 than the large 40mm of bar diameter, welded closure will be carried out with the sheet iron plate in the top of zinc-plated corrugated steel tube, the large and larger reinforcing bar of diameter of the interior pre-buried spacing of prefabricated roof superposed beam 2, when embedded bar calculates, parapet calculated thickness h
0should get the distance of the zinc-plated bellows core of parapet to the parapet limit that is subject to curved direction.
The prefabricated making of prefabricated roof parapet, adopt single reinforcing bar 4 connected modes, and wherein pre-buried single zinc-plated corrugated steel tube 8 in parapet, stay on zinc-plated corrugated steel tube and set section's grout hole 5 and top slurry outlet 6 simultaneously; Prefabricated parapet on-site hoisting and form of construction work, during the lifting of prefabricated parapet, reserved reinforcing bar out on the roofing superposed beam is inserted in the zinc-plated bellows of adjusting at the bottom of prefabricated parapet, be in the milk in the grouting mouthful of the bottom of prefabricated parapet, can be stopped grouting after the grout outlet pulp of top.
The utility model substitutes double sleeve connecting reinforcement in former prefabricated parapet with single bar reinforcement, with pre-buried zinc-plated corrugated steel tube, inserts the sleeve connection that the reinforcing bar post-grouting has replaced reinforcing bar.The parapet that the roofing height is not too high requires lower member as structural strength, adopts the link technique of this simplification, fully demonstrates flexibility and the economy of prefabrication and assembly construction technology.
Claims (3)
1. a prefabricated parapet steel bar connecting structure, comprise and it is characterized in that the prefabricated roof superposed beam of prefabricated parapet and prefabricated parapet below: the pre-buried single zinc-plated corrugated steel tube in center in described prefabricated parapet; The pre-buried single reinforcing bar of described prefabricated roof superposed beam, this single reinforcing bar stretches out the prefabricated roof superposed beam and is arranged in single zinc-plated corrugated steel tube.
2. prefabricated parapet steel bar connecting structure as claimed in claim 1, it is characterized in that: described single zinc-plated corrugated steel tube top seal also is provided with top slurry outlet and bottom grout hole on single zinc-plated corrugated steel tube.
3. prefabricated parapet steel bar connecting structure as claimed in claim 1 or 2, it is characterized in that: the internal diameter of described single zinc-plated corrugated steel tube is than more than the large 40mm of single bar diameter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013203473741U CN203361431U (en) | 2013-06-17 | 2013-06-17 | Steel bar connection structure for prefabricated parapet wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013203473741U CN203361431U (en) | 2013-06-17 | 2013-06-17 | Steel bar connection structure for prefabricated parapet wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203361431U true CN203361431U (en) | 2013-12-25 |
Family
ID=49809218
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013203473741U Active CN203361431U (en) | 2013-06-17 | 2013-06-17 | Steel bar connection structure for prefabricated parapet wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203361431U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103352514A (en) * | 2013-06-17 | 2013-10-16 | 南京长江都市建筑设计股份有限公司 | Connection structure of steel bars of prefabricated parapet |
| CN108104281A (en) * | 2018-01-12 | 2018-06-01 | 上海城乡建筑设计院有限公司 | It is a kind of to be used for side form way of the fabricated construction exterior wall without tongue and groove composite beam |
-
2013
- 2013-06-17 CN CN2013203473741U patent/CN203361431U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103352514A (en) * | 2013-06-17 | 2013-10-16 | 南京长江都市建筑设计股份有限公司 | Connection structure of steel bars of prefabricated parapet |
| CN108104281A (en) * | 2018-01-12 | 2018-06-01 | 上海城乡建筑设计院有限公司 | It is a kind of to be used for side form way of the fabricated construction exterior wall without tongue and groove composite beam |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |