CN204781951U - Cantilever beam mould with circulating anchor assembly - Google Patents
Cantilever beam mould with circulating anchor assembly Download PDFInfo
- Publication number
- CN204781951U CN204781951U CN201520460514.5U CN201520460514U CN204781951U CN 204781951 U CN204781951 U CN 204781951U CN 201520460514 U CN201520460514 U CN 201520460514U CN 204781951 U CN204781951 U CN 204781951U
- Authority
- CN
- China
- Prior art keywords
- circulating
- cantilever beams
- vertical rod
- cantilever beam
- anchoring piece
- 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
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- Foundations (AREA)
Abstract
The utility model provides a cantilever beam mould with circulating anchor assembly includes the structure roof beam body and structure floor, being equipped with one end on the structure floor and stretching out the cantilever beam of the structure roof beam body, the structure floor links to each other through circulating anchor assembly with the cantilever beam other end, circulating anchor assembly includes the pole setting that lies in the cantilever beam both sides on layer board and the layer board, and the cover is equipped with the clamp plate that lies in the cantilever beam top in the pole setting, and the nut crimping of clamp plate through the pole setting upper end is on cantilever beam. The utility model discloses it is rational in infrastructure, substitute traditional pre -buried U -shaped ring, be convenient for implement, can repeat cyclic utilization, practice thrift raw and other materials, still can avoid cutting incident and the expense that traditional anchor ring probably produced, reserve the hole tractability, can effectively practice thrift construction cost, improve the efficiency of construction.
Description
Technical field
The utility model belongs to building mould technical field, particularly a kind of Cantilever Beams mould with circulating anchoring piece.
Background technology
At present, in engineering construction, the use of overhanging type steel is comparatively general.But, the place of anchoring is needed at cantilever steel girder, the pre-buried U-shaped anchor ring of usual employing realizes anchoring and installs, and such U-shaped anchor ring is pre-buried anchor ring, and it is disposable input, not can be recycled, and the later stage also needs excision, the process of excising pre-buried ring is realized by cutting machine, and this process easily causes security incident, and cutting cost is high, overall use cost is higher.
Utility model content
The purpose of this utility model be to provide a kind of rational in infrastructure, be convenient to implement and the low Cantilever Beams mould with circulating anchoring piece of use cost.
For achieving the above object, the technical solution of the utility model is: a kind of Cantilever Beams mould with circulating anchoring piece, comprise structural beams body and structure floor, described structure floor is provided with the Cantilever Beams that structural beams body is stretched out in one end, and structure floor is connected by circulating anchoring piece with the Cantilever Beams other end; Described circulating anchoring piece comprises vertical rod supporting plate and supporting plate being positioned at Cantilever Beams both sides, vertical rod is arranged with the pressing plate be positioned at above Cantilever Beams, and pressing plate is crimped on Cantilever Beams by the nut of vertical rod upper end.
Described vertical rod is perpendicular to supporting plate, and the spacing of two vertical rods is 150mm.
Described vertical rod lower end is arranged with sleeve pipe, and cannula tip is higher than structure floor end face; Be filled with spongy layer between vertical rod and sleeve pipe, side is pasted with sponge adhesive tape to supporting plate surrounding.
Described structural beams body place is embedded with the anchoring ring be connected on Cantilever Beams, is filled with timber wedge between Cantilever Beams and anchoring ring.
Described vertical rod is highly 410mm; Pallet length is 250mm, width is 150mm.
Compared with prior art, advantage of the present utility model is:
1, the utility model comprises structural beams body and structure floor, and described structure floor is provided with the Cantilever Beams that structural beams body is stretched out in one end, and structure floor is connected by circulating anchoring piece with the Cantilever Beams other end; Described circulating anchoring piece comprises vertical rod supporting plate and supporting plate being positioned at Cantilever Beams both sides, vertical rod is arranged with the pressing plate be positioned at above Cantilever Beams, pressing plate is crimped on Cantilever Beams by the nut of vertical rod upper end, and it is rational in infrastructure, substitute traditional pre-buried U-shaped anchor ring, be convenient to implement, repetitive cycling can utilize, save material, also can avoid cutting the issuable security incident of traditional anchoring ring and expense, reserving hole easily processes, and effectively can save construction cost, improves efficiency of construction.
2, vertical rod is arranged with the pressing plate be positioned at above Cantilever Beams, make circulating anchoring piece uniform force, pressing plate is crimped on Cantilever Beams by the nut of vertical rod upper end, and nut is double nut, fixed.
3, sleeve pipe is arranged with in vertical rod lower end, the top of sleeve pipe, higher than structure floor end face, is filled with spongy layer between vertical rod and sleeve pipe, and side is pasted with sponge adhesive tape to supporting plate surrounding, effectively can prevent circulating anchoring piece from being damaged by concrete, extend its application life.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of circulating anchoring piece in Fig. 1.
Detailed description of the invention
The Cantilever Beams mould with circulating anchoring piece as depicted in figs. 1 and 2, it comprises structural beams body 1 and structure floor 2, structure floor 2 is provided with the Cantilever Beams 5 that structural beams body 1 is stretched out in one end, and structure floor 2 is connected by circulating anchoring piece with the other end of Cantilever Beams 5.
As shown in Figure 2, circulating anchoring piece comprises the vertical rod 7 supporting plate 6 and supporting plate 6 being positioned at Cantilever Beams 5 both sides, and vertical rod 7 is perpendicular to supporting plate 6, and the spacing of two vertical rods 7 is 150mm.Vertical rod 7 is arranged with the pressing plate 9 be positioned at above Cantilever Beams 5, pressing plate 9 is crimped on Cantilever Beams 5 by the nut 10 of vertical rod 7 upper end, and nut 10 is double nut, fixed.
Be arranged with sleeve pipe 8 in vertical rod 7 lower end, the top of sleeve pipe 8, higher than structure floor 2 end face, is filled with spongy layer 12 between vertical rod 7 and sleeve pipe 8, and side is pasted with sponge adhesive tape 11 to supporting plate 6 surrounding.
Meanwhile, be embedded with the anchoring ring 3 be connected on Cantilever Beams 5 at structural beams body 1 place, between Cantilever Beams 5 and anchoring ring 3, be filled with timber wedge 4.
In the present embodiment, vertical rod 7 is highly 410mm; Supporting plate 6 length is 250mm, width is 150mm.
Use procedure of the present utility model is: after (1) model sheetinstallat, and template ejects circulating anchoring piece installation site line; (2) at surface (except silk head part) the brushing release agent of the side of supporting plate 6 and vertical rod 7, and paste in sponge adhesive tape 11, vertical rod 7 in supporting plate 6 side and paste spongy layer 12, and in vertical rod 7 sheathed sleeve pipe 8, make not stay gap between vertical rod 7 and sleeve pipe 8; (3) be placed on by circulating anchoring piece in the position line that template pulls, the plane of supporting plate 6 againsts template, is fastened in template by circulating anchoring piece iron nail, and the silk head Polypropylence Sheet of vertical rod 7 swathes protection; (4) after reinforcing bar binding, concreting, Cantilever Beams 5 is placed between vertical rod 7, takes off the Polypropylence Sheet on the silk mouth of vertical rod 7, press-in pressing plate 9, clamp nut 10; (5) use timber wedge 4 by space jam-pack between pre-buried anchor ring 3 and Cantilever Beams 5; (6) during dismounting, unclamp nut 10, take off pressing plate 9, knock vertical rod 7 with hammer and make it to depart from concrete structure, and collect the circulating anchoring piece of cleaning, use in order to next time; (7) floor preformed groove anticracking grout is floating, and reserved circular hole high density polyurethane foaming is filled.
Claims (5)
1. there is a Cantilever Beams mould for circulating anchoring piece, comprise structural beams body and structure floor, it is characterized in that: described structure floor is provided with the Cantilever Beams that structural beams body is stretched out in one end, and structure floor is connected by circulating anchoring piece with the Cantilever Beams other end; Described circulating anchoring piece comprises vertical rod supporting plate and supporting plate being positioned at Cantilever Beams both sides, vertical rod is arranged with the pressing plate be positioned at above Cantilever Beams, and pressing plate is crimped on Cantilever Beams by the nut of vertical rod upper end.
2. there is the Cantilever Beams mould of circulating anchoring piece as claimed in claim 1, it is characterized in that: described vertical rod is perpendicular to supporting plate, and the spacing of two vertical rods is 150mm.
3. there is the Cantilever Beams mould of circulating anchoring piece as claimed in claim 2, it is characterized in that: described vertical rod lower end is arranged with sleeve pipe, and cannula tip is higher than structure floor end face; Be filled with spongy layer between vertical rod and sleeve pipe, side is pasted with sponge adhesive tape to supporting plate surrounding.
4. there is the Cantilever Beams mould of circulating anchoring piece as claimed in claim 3, it is characterized in that: described structural beams body place is embedded with the anchoring ring be connected on Cantilever Beams, is filled with timber wedge between Cantilever Beams and anchoring ring.
5. there is the Cantilever Beams mould of circulating anchoring piece as claimed in claim 4, it is characterized in that: described vertical rod is highly 410mm; Pallet length is 250mm, width is 150mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520460514.5U CN204781951U (en) | 2015-07-01 | 2015-07-01 | Cantilever beam mould with circulating anchor assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520460514.5U CN204781951U (en) | 2015-07-01 | 2015-07-01 | Cantilever beam mould with circulating anchor assembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204781951U true CN204781951U (en) | 2015-11-18 |
Family
ID=54522022
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520460514.5U Expired - Fee Related CN204781951U (en) | 2015-07-01 | 2015-07-01 | Cantilever beam mould with circulating anchor assembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204781951U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108385990A (en) * | 2018-03-13 | 2018-08-10 | 广东铭鸿建设有限公司 | Assembled type platform |
| CN109853976A (en) * | 2018-11-28 | 2019-06-07 | 十九冶成都建设有限公司 | Overhanging safe guarding shed and its erection method |
-
2015
- 2015-07-01 CN CN201520460514.5U patent/CN204781951U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108385990A (en) * | 2018-03-13 | 2018-08-10 | 广东铭鸿建设有限公司 | Assembled type platform |
| CN108385990B (en) * | 2018-03-13 | 2020-05-15 | 广东铭鸿建设有限公司 | Assembled platform |
| CN109853976A (en) * | 2018-11-28 | 2019-06-07 | 十九冶成都建设有限公司 | Overhanging safe guarding shed and its erection method |
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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: 20151118 Termination date: 20200701 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |