CN201546457U - Cast-in-situ concrete structure template supporting system - Google Patents
Cast-in-situ concrete structure template supporting system Download PDFInfo
- Publication number
- CN201546457U CN201546457U CN2009201806734U CN200920180673U CN201546457U CN 201546457 U CN201546457 U CN 201546457U CN 2009201806734 U CN2009201806734 U CN 2009201806734U CN 200920180673 U CN200920180673 U CN 200920180673U CN 201546457 U CN201546457 U CN 201546457U
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- steel pipe
- cast
- hound
- concrete structure
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Abstract
The utility model discloses a cast-in-situ concrete structure template supporting system which comprises a vertical steel pipe with adjustable height; the top end of the steel pipe is hinged with a plurality of horizontal bars which are arranged at an equal distance on the circumference of the steel pipe; all the horizontal bars and the steel pipe are connected by sway rods, and both ends of each sway rod are respectively hinged with the outer end of the horizontal bars and the steel pipe; and each sway rod is in a structure with an upper section and a lower section, and the upper section and the lower section can rotate around a hinge point and can be locked. The supporting system of the utility model is convenient to construct, can improve the working efficiency, is convenient for storage and transportation, and can save raw materials and the cost.
Description
Technical field:
The utility model relates to a kind of cast-in-place concrete structure formwork bracing system.
Background technology:
The available coagulation soil structure used formwork bracing system of constructing is to adopt the cast iron fastener that single steel pipe is connected into integral support, lays out the method for flitch material, template again.This support system not only expends a large amount of artificial, time, and needs a large amount of timber, and one time engineering finishes, and used flitch material, template are scrapped substantially, and the waste resource is serious.
Summary of the invention:
For overcoming the defective of prior art, the purpose of this utility model is to provide a kind of cast-in-place concrete structure formwork bracing system, this system architecture rationally, easy construction and need not to use timber.
The utility model technical solution problem adopts following technical scheme:
The cast-in-place concrete structure formwork bracing system comprises:
The one adjustable for height steel pipe of erectting, the circumference five equilibrium on the top of steel pipe along steel pipe is hinged with many cross bars, all has hound to be connected between each cross bar and the steel pipe, and the two ends of described hound are hinged with the outer end and the steel pipe of cross bar respectively; Described hound is upper and lower two-part structure, can rotate and lockable around pin joint between the two sections.
Hinged between the two sections of described hound, be provided with a collar near the upper and lower two sections hounds the pin joint, a latch is set, when described latch inserts in two collars, can not rotate between the two sections hound.
Described steel pipe is divided into epimere steel pipe and hypomere steel pipe, and the epimere steel pipe has female thread structure, is plugged with a criss-cross screw rod in the upper end of hypomere steel pipe, and described screw rod is threaded with the epimere steel pipe; The transverse arm length of cross screw rod is greater than the external diameter of hypomere steel pipe.
Compared with the prior art, the beneficial effects of the utility model are embodied in:
Formwork bracing system of the present utility model, structure just as umbrella, during construction cross bar is strutted horizontally, be aided with connecting rod between the cross bar and fix, lay template then and get final product fluid concrete, support system can be packed up as umbrella after construction finished, convenient construction improves work efficiency, and is convenient to storage and transportation, economize in raw materials, save cost.
Description of drawings:
Fig. 1 is the expanded view of the utility model support system; Fig. 2 is the vertical view of Fig. 1; Fig. 3 is the folding state figure of the utility model support system; State diagram when Fig. 4 is the complete folding of support system.
Number in the figure: 1 steel pipe, 2 hounds, 3 cross bars, 4 latches, 5 connecting rods, 6 screw rods, 7 transverse arms.
Below pass through the specific embodiment, and the utility model is described in further detail in conjunction with the accompanying drawings.
The specific embodiment:
Embodiment: in conjunction with Fig. 1, the cast-in-place concrete structure formwork bracing system of present embodiment, comprise: an adjustable for height steel pipe 1 of erectting, circumference five equilibrium on the top of steel pipe along steel pipe is hinged with many cross bars 3, all have hound 2 to be connected between each cross bar and the steel pipe, the two ends of hound are hinged with the outer end and the steel pipe 1 of cross bar 3 respectively; Described hound is upper and lower two-part structure, can rotate and lockable around pin joint between the two sections.In specifically being provided with, be provided with a collar near the upper and lower two sections hounds the pin joint, a latch 4 is set in addition, when latch 4 inserts in two collars, can not rotate around pin joint between the two sections hound.
In conjunction with Fig. 1, steel pipe is divided into epimere steel pipe and hypomere steel pipe, and the epimere steel pipe has female thread structure, is plugged with a criss-cross screw rod 6 in the upper end of hypomere steel pipe, and screw rod is threaded with the epimere steel pipe; Transverse arm 7 length of cross screw rod are rotated transverse arm 7 greater than the external diameter of hypomere steel pipe by spanner, can adjust screw rod and insert the interior degree of depth of epimere steel pipe, also promptly adjust the height of whole support system.
In conjunction with Fig. 2, in the construction, strut cross bar 3 to level, it can not be rotated locking between the two sections of hound around pin joint, between cross bar 3, be connected to form net structure with connecting rod 5 with latch 4, lay template then and can carry out the construction of fluid concrete, when treating the energy form removal after construction finishes, rotate transverse arm 7 whole support system is descended, in conjunction with Fig. 3,4, take off latch, the folding hound can be with the cross bar folding.
Claims (3)
1. cast-in-place concrete structure formwork bracing system is characterized in that described support system comprises:
The one adjustable for height steel pipe of erectting, the circumference five equilibrium on the top of steel pipe along steel pipe is hinged with many cross bars, all has hound to be connected between each cross bar and the steel pipe, and the two ends of described hound are hinged with the outer end and the steel pipe of cross bar respectively; Described hound is upper and lower two-part structure, can rotate and lockable around pin joint between the two sections.
2. cast-in-place concrete structure formwork bracing system according to claim 1, it is characterized in that, hinged between the two sections of described hound, be provided with a collar near the pin joint upper and lower two sections hounds, one latch is set, when described latch inserts in two collars, can not rotate between the two sections hound.
3. cast-in-place concrete structure formwork bracing system according to claim 1, it is characterized in that, described steel pipe is divided into epimere steel pipe and hypomere steel pipe, the epimere steel pipe has female thread structure, be plugged with a criss-cross screw rod in the upper end of hypomere steel pipe, described screw rod is threaded with the epimere steel pipe; The transverse arm length of cross screw rod is greater than the external diameter of hypomere steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201806734U CN201546457U (en) | 2009-11-20 | 2009-11-20 | Cast-in-situ concrete structure template supporting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201806734U CN201546457U (en) | 2009-11-20 | 2009-11-20 | Cast-in-situ concrete structure template supporting system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201546457U true CN201546457U (en) | 2010-08-11 |
Family
ID=42601631
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009201806734U Expired - Fee Related CN201546457U (en) | 2009-11-20 | 2009-11-20 | Cast-in-situ concrete structure template supporting system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201546457U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105401721A (en) * | 2015-12-22 | 2016-03-16 | 河北建设集团有限公司 | Umbrella-type template supporting system |
| CN111058620A (en) * | 2019-12-25 | 2020-04-24 | 淮安市建筑设计研究院有限公司 | Template strutting arrangement for building |
| CN112227761A (en) * | 2020-10-27 | 2021-01-15 | 南阳理工学院 | Civil engineering is with multi-functional stake device that supports |
| CN113931482A (en) * | 2021-09-09 | 2022-01-14 | 中国建筑第五工程局有限公司 | Be used for basement to support and trade and prop device |
-
2009
- 2009-11-20 CN CN2009201806734U patent/CN201546457U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105401721A (en) * | 2015-12-22 | 2016-03-16 | 河北建设集团有限公司 | Umbrella-type template supporting system |
| CN111058620A (en) * | 2019-12-25 | 2020-04-24 | 淮安市建筑设计研究院有限公司 | Template strutting arrangement for building |
| CN111058620B (en) * | 2019-12-25 | 2021-10-29 | 淮安市建筑设计研究院有限公司 | Template strutting arrangement for building |
| CN112227761A (en) * | 2020-10-27 | 2021-01-15 | 南阳理工学院 | Civil engineering is with multi-functional stake device that supports |
| CN113931482A (en) * | 2021-09-09 | 2022-01-14 | 中国建筑第五工程局有限公司 | Be used for basement to support and trade and prop device |
| CN113931482B (en) * | 2021-09-09 | 2022-09-13 | 中国建筑第五工程局有限公司 | Be used for basement to support and trade and prop device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100811 Termination date: 20111120 |