CN101168975B - Method for manufacturing inner stretch-draw prestressing force ultra-light structure unit - Google Patents
Method for manufacturing inner stretch-draw prestressing force ultra-light structure unit Download PDFInfo
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- CN101168975B CN101168975B CN2007100530864A CN200710053086A CN101168975B CN 101168975 B CN101168975 B CN 101168975B CN 2007100530864 A CN2007100530864 A CN 2007100530864A CN 200710053086 A CN200710053086 A CN 200710053086A CN 101168975 B CN101168975 B CN 101168975B
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- pipes
- steel pipe
- pipe fitting
- steel
- draw
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- Rod-Shaped Construction Members (AREA)
Abstract
The invention relates to a method for producing an internal stretching prestress ultra-light structural unit. The method comprises the steps that wire cables penetrate through inner holes of steel pipes, pipes are connected through steel plates, the wire cables in the pipes are pre-stretched to a required pulling force designed in advance, then end sealing pieces are used for sealing the pipes atthe two ends of the wire cables, if two pipes are parallel, one end of the pipes is equipped with guiding pieces. The unit has the advantages that the structure is simple, the weight is light, the material amount is small, the price is low, the occupies resource amount is small, the rigidity is good, the intensity is high, a large amount of material can be saved when beam, column, and plate components of buildings made by connecting the units are filled with the filling material and then produced into die blocks, the factory production can be performed, when being assembled, the occupation space is little, the buildings have no waste and are environmental friendly, can be disassembled at any time, are convenient for assembly and transportation, and can be used repeatedly.
Description
Technical field
The present invention relates to building material technical field, specifically a kind of method for manufacturing inner stretch-draw prestressing force ultra-light structure unit.
Background technology
Now building is made general beam, post, plate, all is to utilize reinforcing bar to add concrete casting to finish, and the construction weight of making is heavy like this, can only be in existing construction, and floor space is big, and freight volume is big, and water that need be a lot of, and it is big to occupy stock number.Another kind is all to use steel frame construction, and the iron and steel amount of Shi Yonging is big like this, and building is heavy, uses stock number very big.
Summary of the invention
It is few to the objective of the invention is to develop a kind of use material, the method for manufacturing inner stretch-draw prestressing force ultra-light structure unit that rigidity is good, intensity is high.
Method for manufacturing inner stretch-draw prestressing force ultra-light structure unit of the present invention, comprise: the endoporus at steel pipe fitting penetrates wire rope, connect with steel plate between steel pipe fitting and the steel pipe fitting, the pulling force that the pre-stretch-draw of wire rope needs to prior designing institute in the steel pipe fitting, secure the steel pipe fitting at wire rope two again with end socket spare, if two parallel steel tube parts, one of steel pipe fitting is equipped with guide.
Two or many steel pipe fittings can draw a straight line with steel plate, maybe can be linked to be some parallel lines.
The beam of building, post, plate can be connected to form with steel plate material by a plurality of inner stretch-draw prestressing force ultra-light structure units.
The advantage of method for manufacturing inner stretch-draw prestressing force ultra-light structure unit of the present invention: this block construction is simple, and is in light weight, and material is few, low price, it is few to occupy resource, good rigidly, the intensity height is filled out with the beam, post, the board member that connect the building make between the unit and to be made module behind the inserts and can save wide variety of materials, but batch production production, when being assembled into building, floor space is few, does not have discarded object, is environment protection architecture, and building demolition at any time assembling carrying is very convenient, can use repeatedly.
Description of drawings
Fig. 1 is an inner stretch-draw prestressing force light structure unit preparation method structural representation.
Fig. 2 is a multiple-unit package assembly schematic diagram.
The specific embodiment
Embodiment 1
According to shown in Figure 1, one of steel pipe fitting 1,2 is weldingly connected with steel plate 5, endoporus passes wire rope 3, one of steel pipe fitting 1 is equipped with end socket spare 4, and clamp wire rope 3, and the pulling force that wire rope 3 pre-stretch-draw need to design in advance, end socket spare 4 clamps the other end of wire rope 3, secure the other end of steel pipe fitting 2, then a unit is made.
According to shown in Figure 2, one of steel pipe fitting 1,2 is weldingly connected with steel plate 5, the other end of steel pipe fitting 1,2 is weldingly connected with steel plate 7, and on steel plate 7 guide 6 is housed, and wire rope 3 passes steel pipe fitting 1,2, one of wire rope 3 links to each other with end socket spare 4, secure the port of steel pipe fitting 2, the pulling force that wire rope 3 pre-stretch-draw need to design in advance, end socket spare 4 links to each other with wire rope 3 other ends, secure the port of steel pipe fitting 2, then two unit blocks are made.High pressure resistant inserts is filled at assembly neutral gear place, and then high-intensity unit module is made.
Embodiment 3
According to connecting with steel plate between the unit block of embodiment 2 and the unit block, high pressure resistant inserts is filled at assembly neutral gear place, spreads the incrustation plate, then can be made into building post or beam.
High pressure resistant inserts is made according to number of patent application 200510018810.0 " utilizing disused beverage cans, bottle to make the method for bearing unit ".
Fill method is operated according to number of patent application 200510018811.5 " utilizing disused beverage cans, bottles as bearing unit to make the method for beam column ".
Claims (2)
1. method for manufacturing inner stretch-draw prestressing force ultra-light structure unit, it is characterized in that: the endoporus at steel pipe fitting penetrates wire rope, connect with steel plate between steel pipe fitting and the steel pipe fitting, the pulling force that the pre-stretch-draw of wire rope needs to prior designing institute in the steel pipe fitting, secure the steel pipe fitting at wire rope two again with end socket spare, if two parallel steel tube parts, one of steel pipe fitting is equipped with guide.
2. method for manufacturing inner stretch-draw prestressing force ultra-light structure unit according to claim 1 is characterized in that: two or many steel pipe fittings can draw a straight line with steel plate, maybe can be linked to be some parallel lines.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2007100530864A CN101168975B (en) | 2007-08-30 | 2007-08-30 | Method for manufacturing inner stretch-draw prestressing force ultra-light structure unit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2007100530864A CN101168975B (en) | 2007-08-30 | 2007-08-30 | Method for manufacturing inner stretch-draw prestressing force ultra-light structure unit |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101168975A CN101168975A (en) | 2008-04-30 |
| CN101168975B true CN101168975B (en) | 2010-11-03 |
Family
ID=39389732
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2007100530864A Expired - Fee Related CN101168975B (en) | 2007-08-30 | 2007-08-30 | Method for manufacturing inner stretch-draw prestressing force ultra-light structure unit |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101168975B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735247B (en) * | 2016-03-11 | 2018-04-10 | 上海建工二建集团有限公司 | The construction method of steel reinforcement cage unit, system and construction method and diaphram wall |
| CN106641928B (en) * | 2016-10-31 | 2018-08-28 | 郑州轻工业学院 | A kind of separable light pole |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2507939Y (en) * | 2001-09-25 | 2002-08-28 | 张骏华 | Concrete member of prestressed steel pipe |
| CN1619063A (en) * | 2004-12-08 | 2005-05-25 | 重庆交通科研设计院 | Post stress method stake body prestressed antislid stake and construction method |
| CN2739290Y (en) * | 2004-09-18 | 2005-11-09 | 柳州欧维姆机械股份有限公司 | Steel strand vertical prestress anchoring system |
| CN1807050A (en) * | 2006-01-26 | 2006-07-26 | 许宏元 | Prestressing system device of concrete structure and method for manufacturing the same |
-
2007
- 2007-08-30 CN CN2007100530864A patent/CN101168975B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2507939Y (en) * | 2001-09-25 | 2002-08-28 | 张骏华 | Concrete member of prestressed steel pipe |
| CN2739290Y (en) * | 2004-09-18 | 2005-11-09 | 柳州欧维姆机械股份有限公司 | Steel strand vertical prestress anchoring system |
| CN1619063A (en) * | 2004-12-08 | 2005-05-25 | 重庆交通科研设计院 | Post stress method stake body prestressed antislid stake and construction method |
| CN1807050A (en) * | 2006-01-26 | 2006-07-26 | 许宏元 | Prestressing system device of concrete structure and method for manufacturing the same |
Non-Patent Citations (2)
| Title |
|---|
| JP特开2000-204657A 2000.07.25 |
| JP特开2001-140274A 2001.05.22 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101168975A (en) | 2008-04-30 |
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Granted publication date: 20101103 Termination date: 20130830 |