CN204982863U - Steel bar support rod skeleton texture of concrete placement stake - Google Patents
Steel bar support rod skeleton texture of concrete placement stake Download PDFInfo
- Publication number
- CN204982863U CN204982863U CN201520489606.6U CN201520489606U CN204982863U CN 204982863 U CN204982863 U CN 204982863U CN 201520489606 U CN201520489606 U CN 201520489606U CN 204982863 U CN204982863 U CN 204982863U
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- CN
- China
- Prior art keywords
- reinforcing bar
- adapter sleeve
- steel bushing
- mud chamber
- fixed
- 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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Abstract
The utility model discloses a steel bar support rod skeleton texture of concrete placement stake is formed by the end -to -end connection of a plurality of reinforcing bars groups, and reinforcing bar group is including four piece at least vertical settings and be the rectangle and arrange to form and irritate the reinforcing bar in mud chamber and a plurality of connecting reinforcement's of being used for steel hoop, crooked and meet together to jar mud intracavity in the top of reinforcing bar, and the steel hoop is fixed on the reinforcing bar, and the interval of two adjacent steel hoops reduces to both ends from the reinforcing bar center gradually, the utility model discloses a crooked and make it crossing on the top of reinforcing bar in every reinforcing bar group, change vertical structure of describing the reinforcing bar with bound connection in each reinforcing bar group of tradition, after the jar fills the concrete, not only increase the concrete impetus, and can reach the effect that art is good for strength, strengthen skeleton texture's mechanical strength greatly, improve the bearing capacity, simultaneously through reasonable layout steel hoop interval, change traditional even spacing distribution's structure, further improve bearing capacity and mechanical strength, make the structure firmer, satisfy high -rise building's the requirement of building.
Description
[technical field]
The utility model relates to the technical field of building unit, the reinforced bar support cage construction of particularly a kind of concreting stake.
[background technology]
Along with the raising of people's living standard, in building field, the height of building is more and more higher, it is more and more higher that building builds the higher requirement for concreting stake, in highrise building, the firmness of concreting stake directly has influence on the practical safety of building and the life-span of building, due to modern society, taking place frequently of the natural calamity such as earthquake, flood, the requirement of building a firmness is more and more higher.
In prior art, conventional to build stake be with vertical vertical muscle and the inherent reinforced bar support skeleton of stirrup composition, made built stake for supporting whole building or floor by fill concrete in reinforced bar support skeleton.Wherein, generally speaking vertical muscle is only colligation with stirrup and is connected, so fail to give full play to the effect of reinforced bar support skeleton in use, does not also have effectively raising bearing capacity, is unfavorable for actual use.
[utility model content]
The purpose of this utility model solves the problems of the prior art exactly, proposes a kind of reinforced bar support cage construction of concreting stake, can improve bearing capacity, enhance mechanical strength, make structure firmer.
For achieving the above object, the utility model proposes a kind of reinforced bar support cage construction of concreting stake, be formed by connecting by some reinforcing bar group head and the tail, described reinforcing bar group comprises at least four and vertically arranges and the reinforcing bar in rectangular arrangement formation filling mud chamber and some stirrups for being connected described reinforcing bar, the top of described reinforcing bar bends and is connected together in tank mud chamber, described stirrup is fixed on reinforcing bar, and the spacing of adjacent two stirrups reduces to two ends gradually from reinforcing steel bar center.
As preferably, described stirrup comprises liner filling with in mud chamber and with the steel bushing of described bar connecting be connected to the adapter sleeve of filling with outside mud chamber, described adapter sleeve and steel bushing are connected and are fixed between the two at reinforcing bar.
As preferably, described adapter sleeve and steel bushing are provided with mating groove, merge described adapter sleeve and reinforcing bar can be fixed in described mating groove by steel bushing.
As preferably, described steel bushing is provided with some latches, and described adapter sleeve is provided with the pin-and-hole corresponding with latch shape, and described latch can be connected with described pin-and-hole interference fit.
As preferably, one end bending in described reinforcing bar is intersected in filling mud chamber and steel wire bundle forms fixed end together, and the fixed end of adjacent two reinforcing bar groups through bar connecting together.
As preferably, described adapter sleeve and steel bushing are welded and fixed.
The beneficial effects of the utility model: the utility model passes through the tip flexion of reinforcing bar in each reinforcing bar group and makes it intersect, change the structure that in each reinforcing bar group of tradition, vertical shape reinforcing bar connects with colligation, after tank fills concrete, not only increase concrete origin of force, and the effect that art is good for strength can be reached, greatly strengthen the mechanical strength of cage construction, improve bearing capacity, simultaneously by rational deployment's stirrup spacing, change the structure that tradition equidistantly distributes, further raising bearing capacity and mechanical strength, make structure firmer, what meet highrise building builds requirement.
Feature of the present utility model and advantage will be described in detail by reference to the accompanying drawings by embodiment.
[accompanying drawing explanation]
Fig. 1 is the structural representation of bracing frame in the utility model;
Fig. 2 is the schematic top plan view of Fig. 1;
In figure: 1-tank mud chamber, 2-reinforcing bar, 3-stirrup, 4-steel bushing, 5-adapter sleeve, 6-mating groove, 7-latch, 8-pin-and-hole, 9-fixed end.
[detailed description of the invention]
Consult Fig. 1 and Fig. 2, the utility model is formed by connecting by some reinforcing bar group head and the tail, described reinforcing bar group comprises at least four and vertically arranges and the reinforcing bar 2 in rectangular arrangement formation filling mud chamber 1 and some stirrups 3 for being connected described reinforcing bar 2, the top of described reinforcing bar 2 bends and is connected together in tank mud chamber 1, described stirrup 3 is fixed on reinforcing bar 2, and the spacing of adjacent two stirrups 3 reduces to two ends gradually from reinforcing bar 2 center.After adopting such scheme, by making it intersect the tip flexion of reinforcing bar 2 in each reinforcing bar group, change the structure that in each reinforcing bar group of tradition, vertical shape reinforcing bar connects with colligation, after tank fills concrete, not only increase concrete origin of force, and the effect that art is good for strength can be reached, greatly strengthen the mechanical strength of cage construction, improve bearing capacity, simultaneously by rational deployment's stirrup spacing, traditional equidistant distribution is substituted with the structure that spacing reduces to two ends gradually from reinforcing bar 2 center, further raising bearing capacity and mechanical strength, make structure firmer, what meet highrise building builds requirement
Concrete, described stirrup 3 comprise liner to fill with in mud chamber 1 and the steel bushing 4 is connected with described reinforcing bar 2 be connected to the adapter sleeve 5 of filling with outside mud chamber 1, described adapter sleeve 5 and steel bushing 4 are connected and are fixed between the two at reinforcing bar 2.This adapter sleeve 5 is split-type structural, and by surrounding filling with, mud chamber 1 is outer forms a reinforcing stirrup 3 closed with steel bushing 4, change tradition be the stirrup of Contraband shape in the mode of steel wire colligation by reinforcing bar fixed form, make structure firmer.
Concrete, described adapter sleeve 5 is provided with mating groove 6 with steel bushing 4, merges described adapter sleeve 5 and reinforcing bar 4 can be fixed in described mating groove 6 with steel bushing 4.Described steel bushing 4 is provided with some latches 7, and described adapter sleeve 5 is provided with the pin-and-hole 8 corresponding with latch 7 shape, and described latch 7 can be connected with described pin-and-hole 8 interference fit, and described adapter sleeve 5 is welded and fixed with steel bushing 4.Utilize the over-surplus fit structure of latch 7 and pin-and-hole 8, and give and being welded and fixed, make fixing more simple and firmly.
Concrete, one end bending in described reinforcing bar 2 is intersected in filling mud chamber 1 and steel wire bundle forms fixed end 9 together, and the fixed end 9 of adjacent two reinforcing bar groups links together through reinforcing bar 2.Increase concrete origin of force, greatly strengthen the mechanical strength of cage construction.
Above-described embodiment is to explanation of the present utility model, is not to restriction of the present utility model, anyly all belongs to protection domain of the present utility model to the scheme after the utility model simple transformation.
Claims (6)
1. the reinforced bar support cage construction of a concreting stake, it is characterized in that: be formed by connecting by some reinforcing bar group head and the tail, described reinforcing bar group comprises at least four and vertically arranges and the reinforcing bar (2) of rectangular arrangement formation filling mud chamber (1) and some stirrups (3) for being connected described reinforcing bar (2), the top of described reinforcing bar (2) is interior to tank mud chamber (1) to be bent and is connected together, described stirrup (3) is fixed on reinforcing bar (2), and the spacing of adjacent two stirrups (3) reduces to two ends gradually from reinforcing bar (2) center.
2. the reinforced bar support cage construction of a kind of concreting stake according to claim 1, it is characterized in that: described stirrup (3) comprises liner in filling mud chamber (1) and the steel bushing (4) be connected with described reinforcing bar (2) and be connected to and fill with mud chamber (1) adapter sleeve outward (5), and described adapter sleeve (5) and steel bushing (4) are connected and are fixed between the two at reinforcing bar (2).
3. the reinforced bar support cage construction of a kind of concreting stake according to claim 2, it is characterized in that: described adapter sleeve (5) and steel bushing (4) are provided with mating groove (6), merge described adapter sleeve (5) and reinforcing bar (4) can be fixed in described mating groove (6) with steel bushing (4).
4. the reinforced bar support cage construction of a kind of concreting stake according to claim 3, it is characterized in that: described steel bushing (4) is provided with some latches (7), described adapter sleeve (5) is provided with the pin-and-hole (8) corresponding with latch (7) shape, and described latch (7) can be connected with described pin-and-hole (8) interference fit.
5. the reinforced bar support cage construction of a kind of concreting stake according to claim 4, it is characterized in that: one end bending in described reinforcing bar (2) is intersected in filling mud chamber (1) and steel wire bundle forms fixed end (9) together, and the fixed end (9) of adjacent two reinforcing bar groups links together through reinforcing bar (2).
6. the reinforced bar support cage construction of a kind of concreting stake according to any one of claim 2 to 5, is characterized in that: described adapter sleeve (5) and steel bushing (4) are welded and fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520489606.6U CN204982863U (en) | 2015-07-03 | 2015-07-03 | Steel bar support rod skeleton texture of concrete placement stake |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520489606.6U CN204982863U (en) | 2015-07-03 | 2015-07-03 | Steel bar support rod skeleton texture of concrete placement stake |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204982863U true CN204982863U (en) | 2016-01-20 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520489606.6U Expired - Fee Related CN204982863U (en) | 2015-07-03 | 2015-07-03 | Steel bar support rod skeleton texture of concrete placement stake |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204982863U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110158859A (en) * | 2019-06-11 | 2019-08-23 | 廖永红 | A kind of profile screw rod combined reinforced bar engineering construction process |
-
2015
- 2015-07-03 CN CN201520489606.6U patent/CN204982863U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110158859A (en) * | 2019-06-11 | 2019-08-23 | 廖永红 | A kind of profile screw rod combined reinforced bar engineering construction process |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160120 Termination date: 20180703 |