CN203050105U - Novel beam clamp capable of being used in turnover mode - Google Patents
Novel beam clamp capable of being used in turnover mode Download PDFInfo
- Publication number
- CN203050105U CN203050105U CN 201220751851 CN201220751851U CN203050105U CN 203050105 U CN203050105 U CN 203050105U CN 201220751851 CN201220751851 CN 201220751851 CN 201220751851 U CN201220751851 U CN 201220751851U CN 203050105 U CN203050105 U CN 203050105U
- Authority
- CN
- China
- Prior art keywords
- split bolt
- clamp
- novel beam
- leg lock
- turnover mode
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model relates to a novel beam clamp capable of being used in a turnover mode. The novel beam clamp comprises a supporting rod, clamp legs and a split bolt. Two symmetric clamp legs are vertically arranged at two ends of the supporting rod and are fixed through screw rods and nuts. The split bolt is inserted in the middle portions of and connects the clamp legs. Two ends of the split bolt are fixed with the two clamp legs through nuts. The novel beam clamp is enough in rigidity when used for reinforcing a beam side form, can ensure forming quality of concrete, and is simple in structure, convenient to detach, and capable of being used in the turnover mode and effectively controlling project cost.
Description
Technical field
The utility model relates to building field, particularly a kind of building operations fixed form instrument---and " beam folder ".
Background technology
In construction engineering, for satisfying the needs of big construction space, horizontal structure member generally is designed to the form of Vierendeel girder and nine-squares beam.But, Vierendeel girder and nine-squares beam working procedure complexity, dismounting is very loaded down with trivial details, be unfavorable for the recycling of construction material, and building operations is bigger to its demand, can cause the waste of material, and the reinforcement mode insufficient rigidity of traditional beam folder can influence concrete Forming Quality.
The utility model content
For addressing the above problem, the utility model provides a kind of novel beam folder that has enough to meet the need use, is used for beam side is reinforced, and its rigidity foot can guarantee that card chase is set a roof beam in place and the concrete Forming Quality of nine-squares beam side.This beam clamping structure is simple, and convenient disassembly can have enough to meet the need use, and effectively economical with materials cuts the waste, effectively the Control Engineering cost.
The technical scheme that the invention for solving the technical problem adopts is: a kind of turnover used novel beam folder, comprises strut, leg lock, split bolt.Described strut two ends vertically are provided with the leg lock of two symmetries, fix by screw rod and nut, are provided with pad between nut and strut; Described leg lock is interted by split bolt and is connected, and the split bolt two ends adopt nut that itself and two leg lock are fixed, and are provided with pad between nut and leg lock.
Described strut is processed by the steel plate of wall thickness 6mm, and strut length is determined according to deck-siding: strut length=beam width+2 * beam anti-rolling chock thickness+2 * side template thickness+30mm; Described leg lock is processed by the short square steel of 500 * 500mm, and its length is determined according to deck-molding: leg lock length=depth of beam-thickness of slab+500mm; Described split bolt is installed on strut 400mm place, and perforating penetrates split bolt on leg lock, and the split bolt two ends adopt nut and pad to reinforce.
The beam folder rigidity foot that the utility model relates to, simple in structure, convenient disassembly can have enough to meet the need use, improves the utilization rate of constructional materials, effectively the Control Engineering cost.
Description of drawings
Fig. 1 is perspective view of the present utility model;
Fig. 2 main TV structure schematic diagram of the present utility model;
Fig. 3 plan structure schematic diagram of the present utility model.
Among the figure 1, strut; 2, leg lock; 3, split bolt; 4, screw rod; 5, nut; 6, pad.
The specific embodiment
Below in conjunction with accompanying drawing the specific embodiment of the present utility model is described in further detail.
A kind of turnover used novel beam folder, comprises strut 1, leg lock 2, split bolt 3.Described strut 1 two ends vertically are provided with the leg lock 2 of two symmetries, by screw rod 4, pad 6 and nut 5 both are fixed; Described leg lock 2 is interted by split bolt 3 and is connected, and split bolt 3 two ends adopt nut 5 and pad 6 to reinforce.
During the mounting rail folder, set upright the fastening split bolt in back, step up the beam lateral wall, require the beam anti-rolling chock to contact fully with leg lock.Beam folder setting angle should be vertical, prevents that distortion from change stressing conditions.Beam folder installing space is 1.2m, evenly arranges.Concrete roof build finish 5 days after, can remove beam folder, go to other positions week and use.
In addition, the utility model is not limited to above-mentioned embodiment, and the technique effect based on same approach reaches all belongs to protection domain of the present utility model.
Claims (1)
1. the novel beam folder that can have enough to meet the need use comprises strut, leg lock and split bolt; Described strut two ends vertically arrange the leg lock of two symmetries, adopt screw rod and nut to fix; Described leg lock is interted by split bolt and is connected, and the split bolt two ends adopt nut to fix.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220751851 CN203050105U (en) | 2012-12-27 | 2012-12-27 | Novel beam clamp capable of being used in turnover mode |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220751851 CN203050105U (en) | 2012-12-27 | 2012-12-27 | Novel beam clamp capable of being used in turnover mode |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203050105U true CN203050105U (en) | 2013-07-10 |
Family
ID=48733072
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220751851 Expired - Fee Related CN203050105U (en) | 2012-12-27 | 2012-12-27 | Novel beam clamp capable of being used in turnover mode |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203050105U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107288339A (en) * | 2017-07-07 | 2017-10-24 | 中国十七冶集团有限公司 | The circular arc reversed beam that cornices hangs the clamping hoop type reinforcement means of mould template |
| CN110821165A (en) * | 2019-11-06 | 2020-02-21 | 中冶天工集团天津有限公司 | Quick-release device for reinforcing small-section beam template of engineering |
-
2012
- 2012-12-27 CN CN 201220751851 patent/CN203050105U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107288339A (en) * | 2017-07-07 | 2017-10-24 | 中国十七冶集团有限公司 | The circular arc reversed beam that cornices hangs the clamping hoop type reinforcement means of mould template |
| CN110821165A (en) * | 2019-11-06 | 2020-02-21 | 中冶天工集团天津有限公司 | Quick-release device for reinforcing small-section beam template of engineering |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103075020B (en) | A kind of steel tray supports actuating system | |
| CN203452378U (en) | Post-cast strip locating structure | |
| CN201891260U (en) | Hanging template | |
| CN201202272Y (en) | Rapid replacement formwork for tall building construction | |
| CN204357117U (en) | A kind of after-pouring band beam-slab template and lattice column thereof | |
| CN203050105U (en) | Novel beam clamp capable of being used in turnover mode | |
| CN202689536U (en) | Ultra-high concrete beam and slab structure template erecting system | |
| CN102720159B (en) | Adjusting device specially for steel hoop two-way suspension supporting system | |
| CN205935419U (en) | Cover to reinforcement bracket of big cross -section roof beam | |
| CN104295089A (en) | Support system of cast-in-place concrete GBF honeycomb core dense-rib floor system | |
| CN203200982U (en) | Steel bar truss buckling hanging type floor support plate | |
| CN202689533U (en) | Modularized wall template supporting system | |
| CN103362301A (en) | Adjustable all-steel door and window formwork | |
| CN203394941U (en) | Foundation bolt fixing device | |
| CN202440833U (en) | Structure for supporting construction elevator base on top plate of basement | |
| CN202644980U (en) | Joint reinforcing system for structural edge member formwork | |
| CN202194392U (en) | Floorslab thickness control device | |
| CN201202276Y (en) | Beam side panels fixture | |
| CN202530756U (en) | Early-removed template support structure | |
| CN202658571U (en) | Special adjusting device for bi-directional suspension supporting system of steel hoop | |
| CN205046843U (en) | Reinforcing apparatus's stair template of marking time in middle of installation | |
| CN204225482U (en) | A kind of superelevation insulated column construction gang form | |
| CN103470033A (en) | Shear wall mold board external corner counter-pulling device | |
| CN204282609U (en) | A kind of separate type precast truss frame floor support plate | |
| CN203145461U (en) | Reinforcing steel bar drawing wire |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130710 Termination date: 20151227 |
|
| EXPY | Termination of patent right or utility model |