CN204571266U - A kind of anchor structure for builder's jack i iron - Google Patents
A kind of anchor structure for builder's jack i iron Download PDFInfo
- Publication number
- CN204571266U CN204571266U CN201520136637.3U CN201520136637U CN204571266U CN 204571266 U CN204571266 U CN 204571266U CN 201520136637 U CN201520136637 U CN 201520136637U CN 204571266 U CN204571266 U CN 204571266U
- Authority
- CN
- China
- Prior art keywords
- steel plate
- iron
- screw rod
- builder
- jack
- 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
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 title claims abstract description 74
- 229910052742 iron Inorganic materials 0.000 title claims abstract description 37
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 61
- 239000010959 steel Substances 0.000 claims abstract description 61
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 13
- 238000003466 welding Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 4
- 238000004064 recycling Methods 0.000 abstract description 3
- 238000009435 building construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to a kind of anchor structure for builder's jack i iron, comprises, and the first steel plate it has the first screw hole; Second steel plate, described second steel plate has the second screw hole; Screw rod, it is in order to connect described first steel plate and described second steel plate; First reinforcing bar, it combines with roof steel bar, is pressed on described first steel plate under described first reinforcing bar; Concrete base layer, it is covered in described first steel plate and described first reinforcing bar; And, i iron, it is arranged between described concrete base layer and described second steel plate; By the double nut be arranged on the second end of described screw rod, be pressed on described i iron by under described second steel plate, to reach the object of fixing described i iron.The utility model has the advantage of, i iron is compressed by the second steel plate, adopts double nut to fix, safer, more reliably.All recyclable recycling after the construction such as the first steel plate, the second steel plate, screw rod terminates, economical and practical.
Description
Technical field
The utility model relates to the realm of building construction, particularly a kind of anchor structure for builder's jack i iron.
Background technology
At present, along with getting more and more of highrise building, the application of builder's jack in highrise building is more common.Refer to Fig. 1 and 2, the round steel 2 that the anchor device of i iron 1 mostly is roll forming is embedded in concrete 3 structure, and when installing i iron, adopt the mode that timber wedge is fixing, safety is had a greatly reduced quality, and embedded bar can not reclaim and reuse, and causes waste.
Utility model content
The purpose of this utility model solves in prior art to fix insecure problem, a kind of novel anchor structure for builder's jack i iron is provided, recyclable, the builder's jack shaped steel anchorage style more general than it, more firmly, safer, more economical, more convenient.
To achieve these goals, the technical solution of the utility model is achieved in that a kind of anchor structure for builder's jack i iron, comprises,
First steel plate, it has the first screw hole;
Second steel plate, it is positioned at the top of described first steel plate, and described second steel plate has the second screw hole, and described second screw hole is corresponding with described first screw hole;
Screw rod, it is in order to connect described first steel plate and described second steel plate, wherein, described screw rod has a relative first end and one second end, the first end of described screw rod to penetrate in described first screw hole of described first steel plate and combines in a welding manner with described first screw hole, and the second end of described screw rod is through in described second screw hole of described second steel plate;
First reinforcing bar, it combines with roof steel bar, is pressed on described first steel plate under described first reinforcing bar;
Concrete base layer, it is covered in described first steel plate and described first reinforcing bar; And,
I iron, it is arranged between described concrete base layer and described second steel plate;
By the double nut be arranged on the second end of described screw rod, be pressed on described i iron by under described second steel plate, to reach the object of fixing described i iron.
As a kind of preferred version of the anchor structure for builder's jack i iron, the first end place of described screw rod has PVC sheath, directly contacts with described screw rod in order to avoid described concrete base layer.
As a kind of preferred version of the anchor structure for builder's jack i iron, described PVC sheath is higher than described concrete base layer 3-5cm.
As a kind of preferred version of the anchor structure for builder's jack i iron, described screw rod quantity is 2, and it is placed in the relative both sides of described i iron respectively.
As a kind of preferred version of the anchor structure for builder's jack i iron, described first reinforcing bar is adjacent to described screw rod and arranges.
As a kind of preferred version of the anchor structure for builder's jack i iron, the size of described first steel plate and described second steel plate is all not less than 2150mm × 100mm × 10mm, the diameter of described first screw hole and described second screw hole is 20mm, the diameter of described screw rod is 18mm, and the diameter of described PVC sheath is 25mm.
Compared with prior art, advantage of the present utility model at least comprises following:
1. i iron is compressed by the second steel plate, adopts double nut to fix, safer, more reliably.
2. the first steel plate, the second steel plate, screw rod etc. construction terminate after all recyclable recycling, economical and practical.
Accompanying drawing explanation
Fig. 1 is the structural representation of prior art.
Fig. 2 is the profile at the A place in Fig. 1.
Fig. 3 is the constructing structure schematic diagram of an embodiment in the utility model.
Fig. 4 is the positive facade structural representation of an embodiment in the utility model.
Fig. 5 is the side elevation structural representation of an embodiment in the utility model.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is elaborated.
Refer to Fig. 3 to 5, shown in figure is a kind of anchor structure for builder's jack i iron, and primarily of the first steel plate 1, second steel plate 2, screw rod 3, concrete base layer 4, the first reinforcing bar 5 and No. 18 i iron 6 form.
A, size as required customize the first steel plate 1, second steel plate 2, steel plate is of a size of that should not to be less than 2150mm × 100mm × 10mm(long × wide × thick), it there is the screw hole of two diameter 20mm, hole center distance about 5cm wider than required i iron.
B, the first steel plate 1, second steel plate 2 adopt screw rod 3 to connect, and the diameter of screw rod 3 is 18mm, and screw rod 3 lower end is through the first screw hole in the first steel plate 1 and firm welding.
C, roof steel bar construction before, template fixes and is welded with the first steel plate 1.Between screw rod 3, penetrate the HRB400mm reinforcing bar 5 of two long diameter 18mm of 1.5m, be adjacent to screw rod 3, be pressed on the first steel plate 1, and be connected firmly with roof steel bar.
D, on screw rod 3, overlap the PVC pillar 8 of diameter 25mm, after concrete strength reaches execution conditions, i iron 6 is installed in screw rod 3 centre position, then on i iron 6, presses the second steel plate 2, and adopt double nut 7 to tighten.
E, construction scaffolding remove after, pre-buried anchor ring can be pounded out easily, recycling.
Below only have expressed embodiment of the present utility model, it describes comparatively concrete and detailed, but therefore can not be interpreted as the restriction to utility model patent scope.It should be pointed out that for the person of ordinary skill of the art, without departing from the concept of the premise utility, can also make some distortion and improvement, these all belong to protection domain of the present utility model.Therefore, the protection domain of the utility model patent should be as the criterion with claims.
Claims (6)
1. for an anchor structure for builder's jack i iron, it is characterized in that, comprise,
First steel plate, it has the first screw hole;
Second steel plate, it is positioned at the top of described first steel plate, and described second steel plate has the second screw hole, and described second screw hole is corresponding with described first screw hole;
Screw rod, it is in order to connect described first steel plate and described second steel plate, wherein, described screw rod has a relative first end and one second end, the first end of described screw rod to penetrate in described first screw hole of described first steel plate and combines in a welding manner with described first screw hole, and the second end of described screw rod is through in described second screw hole of described second steel plate;
First reinforcing bar, it combines with roof steel bar, is pressed on described first steel plate under described first reinforcing bar;
Concrete base layer, it is covered in described first steel plate and described first reinforcing bar; And,
I iron, it is arranged between described concrete base layer and described second steel plate;
By the double nut be arranged on the second end of described screw rod, be pressed on described i iron by under described second steel plate, to reach the object of fixing described i iron.
2. a kind of anchor structure for builder's jack i iron according to claim 1, is characterized in that, the first end place of described screw rod has PVC sheath, directly contacts with described screw rod in order to avoid described concrete base layer.
3. a kind of anchor structure for builder's jack i iron according to claim 2, is characterized in that, described PVC sheath is higher than described concrete base layer 3-5cm.
4. a kind of anchor structure for builder's jack i iron according to claim 1, is characterized in that, described screw rod quantity is 2, and it is placed in the relative both sides of described i iron respectively.
5. a kind of anchor structure for builder's jack i iron according to claim 1 or 4, is characterized in that, described first reinforcing bar is adjacent to described screw rod and arranges.
6. a kind of anchor structure for builder's jack i iron according to claim 2 described in, it is characterized in that, the size of described first steel plate and described second steel plate is all not less than 2150mm × 100mm × 10mm, the diameter of described first screw hole and described second screw hole is 20mm, the diameter of described screw rod is 18mm, and the diameter of described PVC sheath is 25mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520136637.3U CN204571266U (en) | 2015-03-11 | 2015-03-11 | A kind of anchor structure for builder's jack i iron |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520136637.3U CN204571266U (en) | 2015-03-11 | 2015-03-11 | A kind of anchor structure for builder's jack i iron |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204571266U true CN204571266U (en) | 2015-08-19 |
Family
ID=53863925
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520136637.3U Expired - Fee Related CN204571266U (en) | 2015-03-11 | 2015-03-11 | A kind of anchor structure for builder's jack i iron |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204571266U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107299756A (en) * | 2016-04-15 | 2017-10-27 | 中建四局第建筑工程有限公司 | A kind of hanging basket rail support system for casta region |
| CN110206288A (en) * | 2019-05-30 | 2019-09-06 | 中国十七冶集团有限公司 | A kind of Detachable anchor device formula construction method of suspending scaffold |
-
2015
- 2015-03-11 CN CN201520136637.3U patent/CN204571266U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107299756A (en) * | 2016-04-15 | 2017-10-27 | 中建四局第建筑工程有限公司 | A kind of hanging basket rail support system for casta region |
| CN107299756B (en) * | 2016-04-15 | 2024-04-12 | 中建四局第一建设有限公司 | Hanging basket guide rail supporting system for karst region |
| CN110206288A (en) * | 2019-05-30 | 2019-09-06 | 中国十七冶集团有限公司 | A kind of Detachable anchor device formula construction method of suspending scaffold |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204850414U (en) | Shaped steel of encorbelmenting draws wire rope instrument formula anchor to one side | |
| CN201902010U (en) | Instrumental overhanging scaffold hoop | |
| CN204040446U (en) | The shaped steel suspension scaffolding structure | |
| CN103452304B (en) | Exempt from foot trick plug-in type outrigger L-type steel wall-connecting piece structure and construction method thereof | |
| CN204571266U (en) | A kind of anchor structure for builder's jack i iron | |
| CN204081445U (en) | To encorbelment i iron anchor device | |
| CN205475722U (en) | Recoverable connected system who recycles lattice column and floor | |
| CN104060814A (en) | Cantilever beam anchoring piece and mounting method and dismounting method thereof | |
| CN105401580A (en) | Concrete pouring construction method for underground gallery | |
| CN205348724U (en) | Detachable wire rope rings anchor structure of external scaffolding of encorbelmenting | |
| CN206319597U (en) | A kind of cantilever steel girder erecting device | |
| CN210289148U (en) | Be used for building aluminium template bracing piece iron pipe | |
| CN204266571U (en) | A kind of builder's jack i iron pre-embedded device | |
| CN204299162U (en) | To encorbelment steel I-beam anchor structure | |
| CN203145430U (en) | Detachable anchor ring structure for fixing cantilever beam | |
| CN104295082A (en) | Method for recycling anchor ring of steel beam of overhanging frame and anchor ring component used by method | |
| CN204875550U (en) | Prevention of seepage steel construction pier shaft template | |
| CN104863347A (en) | Building scaffold wall connecting structure and construction process | |
| CN202440833U (en) | Structure for supporting construction elevator base on top plate of basement | |
| CN204875849U (en) | Board -like barricade of uniting of stake keeps off native board unilateral formwork reinforced structure | |
| CN108222503A (en) | A kind of combined large pier stud steel form | |
| CN204059920U (en) | A kind of section steel beam fixes earth anchor structure | |
| CN202559710U (en) | Dismountable anchoring device for overhanging type steel-steel beam | |
| CN204238443U (en) | A kind of detachable suspension column fastening devices | |
| CN203808541U (en) | Tool guardrail for use on H-beams |
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: 20150819 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |