CN202298367U - Roadbed base plate steel bar binding system based on transverse arrangement method - Google Patents
Roadbed base plate steel bar binding system based on transverse arrangement method Download PDFInfo
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- CN202298367U CN202298367U CN 201120366284 CN201120366284U CN202298367U CN 202298367 U CN202298367 U CN 202298367U CN 201120366284 CN201120366284 CN 201120366284 CN 201120366284 U CN201120366284 U CN 201120366284U CN 202298367 U CN202298367 U CN 202298367U
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- steel bar
- lower floor
- bar mesh
- base plate
- reinforced mesh
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Abstract
The utility model discloses a roadbed base plate steel bar binding system based on a transverse arrangement method and is characterized in that the system comprises an upper-layer steel bar mesh and a lower-layer steel bar mesh, both the upper-layer steel bar mesh and the lower-layer steel bar mesh are formed by transverse and longitudinal steel bars which are intersected, the upper-layer steel bar mesh and the lower-layer steel bar mesh are connected with each other through a plurality of hoop reinforcements, the two ends of each hoop reinforcement are bound with the upper-layer steel bar mesh and the lower-layer steel bar mesh through iron wires respectively, the transverse steel bars of the upper-layer steel bar mesh and the transverse steel bars of the lower-layer steel bar mesh are aligned in the vertical direction, the longitudinal steel bars of the upper-layer steel bar mesh and the longitudinal steel bars of the lower-layer steel bar mesh are aligned in the vertical direction, and the hoop reinforcements are arranged at the intersections of the transverse and the longitudinal steel bars of the upper-layer and the lower-layer steel bar meshes. The system ensures that the possibility that a steel bar is not bound is low and the steel bars are bound smoothly and straightly, shortens the cycle period of each chamber of roadbed base plates, accelerates construction progress, solves the quality problems caused by non-bound steel bars and distorted steel bars, improves the roadbed base plate steel bar binding process and increases the work efficiency.
Description
Technical field
The utility model relates to a kind of roadbed base plate reinforcing bar binding system of horizontally-arranged method.
Background technology
In the Line for Passenger Transportation roadbed is built, there are the road structure thing, larger area road structure of soft foundation etc., ground all can design when handling considers the roadbed base arrangement.Because reinforcing bar binding occupies a large amount of engineering times again in the construction of roadbed base plate, so the reinforcing bar binding efficient of roadbed base plate becomes a key factor of engineering constraint construction speed.There is traditional banding system in existing reinforcing bar binding system and jumps the lattice strapping, and traditional banding system causes difficulty of construction very big because the space of workman when carrying out the colligation of stirrup and the master of lower floor muscle is very little, is easy to occur the reinforcing bar leakage and ties up and not straight situation; Jump the lattice banding system as a whole, preceding half section reinforcing bar binding space is strengthened, and improved some work efficiency, but the space of second half section reinforcing bar binding is little, and construction efficiency is still not high.
The utility model content
The utility model technical problem to be solved provides a kind of roadbed base plate reinforcing bar binding system of horizontally-arranged method, has solved the problems referred to above.
The utility model technical problem to be solved realizes through following technical scheme:
A kind of roadbed base plate reinforcing bar binding system of horizontally-arranged method; It is characterized in that: comprise top mat sheet and lower floor's reinforced mesh; Said top mat sheet and lower floor's reinforced mesh form by transverse reinforcement and longitudinal reinforcement intersection; Connect through a plurality of stirrups between said top mat sheet and the lower floor's reinforced mesh, the iron wire colligation is passed through with top mat sheet and lower floor's reinforced mesh respectively in the two ends of said stirrup.
The transverse reinforcement consistency from top to bottom of the transverse reinforcement of said top mat sheet and lower floor's reinforced mesh; The longitudinal reinforcement consistency from top to bottom of the longitudinal reinforcement of said top mat sheet and lower floor's reinforced mesh.
Said stirrup is located at the transverse reinforcement and the longitudinal reinforcement infall of top mat sheet and lower floor's reinforced mesh.
The end that said stirrup is connected with the lower floor reinforced mesh is provided with crotch.
The end overlap joint that said stirrup is connected with the top mat sheet is at the transverse reinforcement and the longitudinal reinforcement infall of top mat sheet.
Between the transverse reinforcement of said top mat sheet and lower floor's reinforced mesh all at interval 10 centimetres; Between the longitudinal reinforcement of said top mat sheet and lower floor's reinforced mesh all at interval 10 centimetres.
The beneficial effect of the utility model:
The utility model reinforcing bar not leakiness is tied up, and reinforcing bar binding is straight; The cycle period in the every storehouse of short circuit substrate plate, accelerating construction progress solves the invar muscle and leaks and tie up and the not straight quality problems that produce that wait, and improvement roadbed base plate steel flxer method is increased work efficiency.
Description of drawings
Fig. 1 the utility model elevation
Fig. 2 the utility model lateral view
As shown in the figure, 1-top mat sheet, 2-transverse reinforcement, 3-longitudinal reinforcement, 4-stirrup, 5-lower floor reinforced mesh
The specific embodiment
Below in conjunction with Figure of description the utility model is described further.
Shown in Fig. 1-2; A kind of roadbed base plate reinforcing bar binding system of horizontally-arranged method; It is characterized in that: comprise top mat sheet 1 and lower floor's reinforced mesh 5; Said top mat sheet 1 forms by transverse reinforcement 2 and longitudinal reinforcement 3 intersections with lower floor's reinforced mesh 5, connects through a plurality of stirrups 4 between said top mat sheet 1 and the lower floor's reinforced mesh 5, and the iron wire colligation is passed through with top mat sheet 1 and lower floor's reinforced mesh 5 respectively in the two ends of said stirrup 4.
The transverse reinforcement 2 of said top mat sheet 1 and transverse reinforcement 2 consistencies from top to bottom of lower floor's reinforced mesh 5; The longitudinal reinforcement 3 of said top mat sheet 1 and longitudinal reinforcement 3 consistencies from top to bottom of lower floor's reinforced mesh 5.
Said stirrup 4 is located at the transverse reinforcement 2 and longitudinal reinforcement 3 infalls of top mat sheet 1 and lower floor's reinforced mesh 5.
Said stirrup 4 is provided with crotch with the end that lower floor reinforced mesh 5 is connected; The end overlap joint that said stirrup 4 is connected with top mat sheet 1 is at the transverse reinforcement 2 and longitudinal reinforcement 3 infalls of top mat sheet 1.
Between the transverse reinforcement 2 of said top mat sheet 1 and lower floor's reinforced mesh 5 all at interval 10 centimetres; Between the longitudinal reinforcement 3 of said top mat sheet 1 and lower floor's reinforced mesh 5 all at interval 10 centimetres.
Concrete job practices is: earlier according to working drawing, emit horizontal stroke, longitudinal axis with total powerstation, follow closely iron nail on the point, sprinkle the lime coil on every side and indicate, be convenient to search; Eject layout according to rebar spacing at bed course, according to the steel grid of finishing, the laying that reinforcing bar position is general is accomplished.People's backguy at reinforced mesh two ends provides reference point for the workman of colligation, corrects not straight point simultaneously.During colligation first placing of reinforcement, the reinforcing bar with second row moves to the 3rd row's position earlier at the same time, and such first row's space is 20cm just.Behind intact first row of colligation, second row's reinforcing bar laid put in place, the reinforcing bar with the 3rd row moves to the 4th row simultaneously, and such second row's reinforcing bar binding space also is 20cm.Move the 4th row's reinforcing bar during same colligation the 3rd placing of reinforcement, accomplish until all reinforcing bar bindings.
Adopt this horizontally-arranged strapping, the construction space of every placing of reinforcement colligation has all become 20cm, and the space of all reinforcing bar bindings is all strengthened, and has reduced simultaneously to leak the rate of tying up and have some setbacks frankly, has improved the construction efficiency of roadbed base plate reinforcing bar greatly.
Claims (6)
1. the roadbed base plate reinforcing bar binding system of a horizontally-arranged method; It is characterized in that: comprise top mat sheet and lower floor's reinforced mesh; Said top mat sheet and lower floor's reinforced mesh form by transverse reinforcement and longitudinal reinforcement intersection; Connect through a plurality of stirrups between said top mat sheet and the lower floor's reinforced mesh, the iron wire colligation is passed through with top mat sheet and lower floor's reinforced mesh respectively in the two ends of said stirrup.
2. the roadbed base plate reinforcing bar binding system of horizontally-arranged method as claimed in claim 1 is characterized in that: the transverse reinforcement consistency from top to bottom of the transverse reinforcement of said top mat sheet and lower floor's reinforced mesh; The longitudinal reinforcement consistency from top to bottom of the longitudinal reinforcement of said top mat sheet and lower floor's reinforced mesh.
3. according to claim 1 or claim 2 the roadbed base plate reinforcing bar binding system of horizontally-arranged method, it is characterized in that: said stirrup is located at the transverse reinforcement and the longitudinal reinforcement infall of top mat sheet and lower floor's reinforced mesh.
4. the roadbed base plate reinforcing bar binding system of horizontally-arranged method as claimed in claim 3 is characterized in that: the end that said stirrup is connected with the lower floor reinforced mesh is provided with crotch.
5. the roadbed base plate reinforcing bar binding system of horizontally-arranged method as claimed in claim 3 is characterized in that: the end overlap joint that said stirrup is connected with the top mat sheet is at the transverse reinforcement and the longitudinal reinforcement infall of top mat sheet.
6. the roadbed base plate reinforcing bar binding system of horizontally-arranged method as claimed in claim 1 is characterized in that: between the transverse reinforcement of said top mat sheet and lower floor's reinforced mesh all at interval 10 centimetres; Between the longitudinal reinforcement of said top mat sheet and lower floor's reinforced mesh all at interval 10 centimetres.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120366284 CN202298367U (en) | 2011-09-29 | 2011-09-29 | Roadbed base plate steel bar binding system based on transverse arrangement method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120366284 CN202298367U (en) | 2011-09-29 | 2011-09-29 | Roadbed base plate steel bar binding system based on transverse arrangement method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202298367U true CN202298367U (en) | 2012-07-04 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201120366284 Expired - Fee Related CN202298367U (en) | 2011-09-29 | 2011-09-29 | Roadbed base plate steel bar binding system based on transverse arrangement method |
Country Status (1)
| Country | Link |
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| CN (1) | CN202298367U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178131A (en) * | 2015-09-10 | 2015-12-23 | 苏州同尚工程设计咨询有限公司 | Pavement structure |
| CN108266206A (en) * | 2018-01-17 | 2018-07-10 | 招商局重庆交通科研设计院有限公司 | A kind of bored tunnel corrugated steel-mixed mud composite lining structure |
| CN109440557A (en) * | 2018-10-10 | 2019-03-08 | 林丹 | Precast slab is used in a kind of reinforcing of weakness road surface |
| CN114776373A (en) * | 2022-06-20 | 2022-07-22 | 长春黄金研究院有限公司 | Artificial false bottom for thin-vein stope and manufacturing method |
-
2011
- 2011-09-29 CN CN 201120366284 patent/CN202298367U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178131A (en) * | 2015-09-10 | 2015-12-23 | 苏州同尚工程设计咨询有限公司 | Pavement structure |
| CN105178131B (en) * | 2015-09-10 | 2017-07-07 | 苏州同尚工程设计咨询有限公司 | A kind of pavement structure |
| CN108266206A (en) * | 2018-01-17 | 2018-07-10 | 招商局重庆交通科研设计院有限公司 | A kind of bored tunnel corrugated steel-mixed mud composite lining structure |
| CN109440557A (en) * | 2018-10-10 | 2019-03-08 | 林丹 | Precast slab is used in a kind of reinforcing of weakness road surface |
| CN114776373A (en) * | 2022-06-20 | 2022-07-22 | 长春黄金研究院有限公司 | Artificial false bottom for thin-vein stope and manufacturing method |
| CN114776373B (en) * | 2022-06-20 | 2022-10-11 | 长春黄金研究院有限公司 | Artificial false bottom for thin-vein stope and manufacturing 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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120704 Termination date: 20200929 |