CN204081445U - To encorbelment i iron anchor device - Google Patents
To encorbelment i iron anchor device Download PDFInfo
- Publication number
- CN204081445U CN204081445U CN201420420746.3U CN201420420746U CN204081445U CN 204081445 U CN204081445 U CN 204081445U CN 201420420746 U CN201420420746 U CN 201420420746U CN 204081445 U CN204081445 U CN 204081445U
- Authority
- CN
- China
- Prior art keywords
- pressure ring
- anchoring
- anchoring pressure
- iron
- top board
- 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 - Lifetime
Links
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 title claims abstract description 61
- 229910052742 iron Inorganic materials 0.000 title claims abstract description 31
- 238000004873 anchoring Methods 0.000 claims abstract description 52
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 13
- 239000010959 steel Substances 0.000 claims abstract description 13
- 238000010276 construction Methods 0.000 abstract description 7
- 239000000463 material Substances 0.000 abstract description 2
- 238000004064 recycling Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- LENZDBCJOHFCAS-UHFFFAOYSA-N tris Chemical compound OCC(N)(CO)CO LENZDBCJOHFCAS-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses one to encorbelment i iron anchor device, comprise anchoring pressure ring, described anchoring pressure ring is " U " shape structure, anchoring pressure ring is through the reserving hole of top board wooden form, anchoring pressure ring has PVC sleeve pipe through the portion outer layer cover of concrete and top board wooden form, anchoring pressure ring both ends are screw thread structure, are furnished with anchor screw respectively, and anchoring pressure ring is fastening by anchor screw through angle steel anchoring piece.Construction cost saved by anchor device of the present utility model, and anchoring pressure ring can recycle, and can improve the recycling rate of waterused of anchoring pressure ring.Beading is replaced by angle steel, alleviates floor load, and convenient disassembly, reduce manpower and materials consumption.
Description
Technical field
The utility model relates to a kind of anchor device, and particularly one is encorbelmented i iron anchor device.
Background technology
I iron anchoring of encorbelmenting is the important guarantee of builder's jack construction and high-rise job safety, and the anchoring construction how carrying out builder's jack i iron under secured premise is the emphasis of builder's jack construction.For high-rise residential building, currently usedly encorbelment in i iron anchoring process, anchoring pressure ring is for being embedded in concrete, and pressure ring adopts two beadings to carry out expanding stressed acting surface, consumes a large amount of steel, adds floor load simultaneously.
Utility model content
In order to solve problems of the prior art, the utility model provides one to encorbelment i iron anchor device, overcomes in prior art i iron anchoring rolled steel dosage of encorbelmenting large, the problem that can not reuse.
The technical solution of the utility model is: one is encorbelmented i iron anchor device, comprise anchoring pressure ring, described anchoring pressure ring is " U " shape structure, anchoring pressure ring is through the reserving hole of top board wooden form, anchoring pressure ring has PVC sleeve pipe through the portion outer layer cover of concrete and top board wooden form, anchoring pressure ring both ends are screw thread structure, are furnished with anchor screw respectively, and anchoring pressure ring is fastening by anchor screw through angle steel anchoring piece.
Described anchoring pressure ring is provided with iron wire and fixes, on the top board wooden form that anchoring pressure ring both sides are fixed at iron wire two ends or on reinforced mesh.
The beneficial effects of the utility model are:
(1) construction cost is saved
After adopting novel anchoring process, anchoring pressure ring can recycle, and can improve the recycling rate of waterused of anchoring pressure ring.
(2) floor load is alleviated
Beading (being embedded in concrete) is replaced by angle steel (angle steel is anchored at underfloor), alleviates floor load.
(3) convenient disassembly
The pressure ring of common anchoring i iron, needing to excise the part of basseting when removing, using the utility model anchor device can directly pull down screw and removing, reducing manpower and materials consumption.
Accompanying drawing explanation
Fig. 1 is the utility model anchor device structural representation;
Fig. 2 is the lateral view of Fig. 1;
Wherein, 1-angle steel anchoring piece; 2-anchor screw; 3-pressure ring end screw thread; 4-anchoring pressure ring; 5-encorbelments i iron; 6-concrete structure; 7-top board wooden form; 8-iron wire.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in detail.
As shown in Figure 1-2, i iron anchor device of encorbelmenting of the present utility model, comprise anchoring pressure ring 4, described anchoring pressure ring 4 is " U " shape structure, anchoring pressure ring 4 is through the reserving hole of top board wooden form 7, and anchoring pressure ring 4 has PVC sleeve pipe through the portion outer layer cover of concrete 6 and top board wooden form 7, and anchoring pressure ring 4 both ends are screw thread structure 3, be furnished with anchor screw 2 respectively, anchoring pressure ring 4 is fastening by anchor screw 2 through angle steel anchoring piece 1.Anchoring pressure ring 4 is provided with iron wire 8 in order to mooring anchor solid pressure ring, on the top board wooden form 7 that anchoring pressure ring both sides are fixed at iron wire 8 two ends or on reinforced mesh.
Work progress of the present utility model is as follows:
(1) reserved anchoring pressure ring hole
Before overhang layer concrete pouring construction, according to protocols call and on-the-spot actually draw i iron anchoring pressure ring preformed hole of encorbelmenting on the top board wooden form installed, and hole on a corresponding position, bore diameter should be a bit larger tham the diameter of pre-buried pressure ring PVC sleeve pipe, to penetrate;
(2) preformed hole pvc pipe is reinforced
In advance anchoring pressure ring is penetrated in pvc sleeve pipe, with 20# iron wire by pressure ring both sides to drawing, iron wire is fixed on template or reinforced mesh, prevents because construction reason causes anchoring pressure ring off normal and i iron cannot be penetrated;
(3) concreting
Concreting, and adjust pressure ring when concrete pavement press polish;
(4) angle steel anchoring piece (perforate) is processed
Until concrete reach can install encorbelment i iron intensity time, according to diagram placement 63 × 6 angle steel under top plate, angle steel is boxed out according to the size of pressure ring, and the size of hole is advisable can pass PVC sleeve pipe;
(5) pressure ring is penetrated:
Nut is screwed in pressure ring end, the pressure ring part of stretching out on floor plate should be reserved sufficient size and install i iron;
(6) i iron is penetrated;
(7) i iron is reinforced: tightening nuts, and by the space jam-pack between i iron and pressure ring.
Above with reference to drawings and Examples, schematically describe the utility model, this description is not restricted.Those of ordinary skill in the art will be understood that in actual applications, and in the utility model, some change all may occur the set-up mode of each parts, and other staff also may make the similar Design of various ways under its enlightenment.It is pointed out that only otherwise depart from design aim of the present utility model, all apparent changes and similar Design thereof, be all included within protection domain of the present utility model.
Claims (2)
1. an i iron anchor device of encorbelmenting, comprise anchoring pressure ring, it is characterized in that, described anchoring pressure ring is " U " shape structure, anchoring pressure ring is through the reserving hole of top board wooden form, and anchoring pressure ring has PVC sleeve pipe through the portion outer layer cover of concrete and top board wooden form, and anchoring pressure ring both ends are screw thread structure, be furnished with anchor screw respectively, anchoring pressure ring is fastening by anchor screw through angle steel anchoring piece.
2. encorbelment according to claim 1 i iron anchor device, it is characterized in that, described anchoring pressure ring is provided with iron wire and fixes, on the top board wooden form that anchoring pressure ring both sides are fixed at iron wire two ends or on reinforced mesh.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420420746.3U CN204081445U (en) | 2014-07-28 | 2014-07-28 | To encorbelment i iron anchor device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420420746.3U CN204081445U (en) | 2014-07-28 | 2014-07-28 | To encorbelment i iron anchor device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204081445U true CN204081445U (en) | 2015-01-07 |
Family
ID=52174178
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420420746.3U Expired - Lifetime CN204081445U (en) | 2014-07-28 | 2014-07-28 | To encorbelment i iron anchor device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204081445U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672644A (en) * | 2016-02-19 | 2016-06-15 | 江苏华海钢结构有限公司 | Steel beam fixing device |
| CN105735630A (en) * | 2016-02-19 | 2016-07-06 | 江苏华海钢结构有限公司 | Fixing method for steel beam |
| CN108149927A (en) * | 2017-11-16 | 2018-06-12 | 上海二十冶建设有限公司 | A kind of Cantilever Beams tension and compression constrainer and its application method |
| CN109898821A (en) * | 2019-03-21 | 2019-06-18 | 陕西建工第九建设集团有限公司 | A kind of construction method of high-altitude overhanging template support frame body |
| CN110469104A (en) * | 2019-08-19 | 2019-11-19 | 重庆建工第三建设有限责任公司 | A kind of detachable anchor ring construction technology |
-
2014
- 2014-07-28 CN CN201420420746.3U patent/CN204081445U/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672644A (en) * | 2016-02-19 | 2016-06-15 | 江苏华海钢结构有限公司 | Steel beam fixing device |
| CN105735630A (en) * | 2016-02-19 | 2016-07-06 | 江苏华海钢结构有限公司 | Fixing method for steel beam |
| CN108149927A (en) * | 2017-11-16 | 2018-06-12 | 上海二十冶建设有限公司 | A kind of Cantilever Beams tension and compression constrainer and its application method |
| CN109898821A (en) * | 2019-03-21 | 2019-06-18 | 陕西建工第九建设集团有限公司 | A kind of construction method of high-altitude overhanging template support frame body |
| CN109898821B (en) * | 2019-03-21 | 2019-12-17 | 陕西建工第九建设集团有限公司 | Construction method of high-altitude cantilever formwork support frame body |
| CN110469104A (en) * | 2019-08-19 | 2019-11-19 | 重庆建工第三建设有限责任公司 | A kind of detachable anchor ring construction technology |
| CN110469104B (en) * | 2019-08-19 | 2021-07-13 | 重庆建工第三建设有限责任公司 | Detachable anchor ring construction process |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20150107 |
|
| CX01 | Expiry of patent term |