CN207227887U - A kind of cement pavement reinforcement structure net - Google Patents
A kind of cement pavement reinforcement structure net Download PDFInfo
- Publication number
- CN207227887U CN207227887U CN201721175377.6U CN201721175377U CN207227887U CN 207227887 U CN207227887 U CN 207227887U CN 201721175377 U CN201721175377 U CN 201721175377U CN 207227887 U CN207227887 U CN 207227887U
- Authority
- CN
- China
- Prior art keywords
- contiguous block
- combined
- transverse steel
- anchor pole
- cement pavement
- 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
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model discloses a kind of cement pavement reinforcement structure net,Including multiple circular contiguous blocks,Transverse steel is combined between contiguous block described in the polylith laterally set,Longitudinal reinforcement is combined between longitudinally disposed polylith contiguous block,The transverse steel is whole root architecture,Connector is combined with the nodule position of the longitudinal reinforcement,The surface annular of the contiguous block is provided with four holes,The contiguous block is run through in the hole,The transverse steel and the longitudinal reinforcement both pass through the hole,A stepped hole is provided with the medium position of the contiguous block,The stepped hole runs through the contiguous block,Anchor pole is combined with the stepped hole,The jacking block for agreeing with the stepped hole is provided with the top of the anchor pole,The jacking block is an integral structure with the anchor pole,Connection reinforcing bar is combined between innermost two longitudinal reinforcements；The present apparatus can increase the compression strength and tensile strength of cement pavement.
Description
Technical field
It the utility model is related to a kind of cement pavement reinforcement structure net.
Background technology
Cement pavement is a kind of extremely common road surface form, and cement pavement has more soaked energy compared to bituminous paving
Power, therefore in the larger region of rainfall, the use of cement pavement is relatively broad, but cement pavement of the prior art is inside it
Simply simple tiling reinforcing bar, caused connection effect are poor for the reinforcer of structure.
Based on the above problem, it is desirable to provide a kind of cement road for the compression strength and tensile strength that can increase cement pavement
Face reinforcement structure net.
The content of the invention
Technical problem to be solved in the utility model is to provide a kind of compression strength that can increase cement pavement and resists
The cement pavement reinforcement structure net of tensile strength.
The utility model is achieved through the following technical solutions：
A kind of cement pavement reinforcement structure net, including multiple circular contiguous blocks, the contiguous block are vertically arranged with two rows
More than, the spacing between the adjacent two rows contiguous block is 100cm-160cm, between contiguous block described in the polylith laterally set
Transverse steel is combined with, longitudinal reinforcement is combined between longitudinally disposed polylith contiguous block, the transverse steel is whole root knot
Structure, is combined with connector at the nodule position of the longitudinal reinforcement, the surface annular of the contiguous block is provided with four holes, described
The contiguous block is run through in hole, and the transverse steel and the longitudinal reinforcement both pass through the hole, at the middle position of the contiguous block
The place of putting is provided with a stepped hole, and the stepped hole runs through the contiguous block, anchor pole, the anchor pole are combined with the stepped hole
Length be 20cm-25cm, be provided with the jacking block for agreeing with the stepped hole at the top of the anchor pole, the jacking block and the anchor
Bar is an integral structure, and is combined with connection reinforcing bar between innermost two longitudinal reinforcements, the connection reinforcing bar with
Iron wire is connected between the longitudinal reinforcement.
Preferably, the connector includes sleeve, and the bottom of described sleeve pipe is provided with the inserted link assigned to roadbed, institute
State and be welded and fixed between inserted link and described sleeve pipe, described sleeve pipe has the screw of the fixed longitudinal reinforcement, passes through the company of setting
Connecing device can be connected at the nodule position that two longitudinal reinforcements connect.
Preferably, the both ends of the transverse steel are both provided with fixed screw, and the top of the fixed screw has one
The part of the force of polygon, the bottom position of the part of the force is provided with baffle, after the both ends bending of the transverse steel
A ring body is formed, the fixed screw passes through the ring body, and the length of the fixed screw is 15cm-25cm, by horizontal stroke
Fixed screw is set to the both ends of reinforcing bar, with two endpoints of fixed lateral reinforcing bar the later stage can be facilitated to pour.
Preferably, a diameter of 3mm-5mm of the transverse steel.
Preferably, a diameter of 2mm-4mm of the longitudinal reinforcement.
The present apparatus is cast in cement road, and the distance apart from road table is more than 15cm.
The beneficial effects of the utility model are：The present apparatus is cast in cement road, and the present apparatus is passed through by contiguous block
Transverse steel and longitudinal reinforcement so that transverse steel and longitudinal reinforcement interlock at contiguous block position, form a cross-point, carry
The globality of high transverse steel and longitudinal reinforcement, while anchor pole is set at contiguous block position, the lower end of anchor pole is assigned to roadbed,
Anchor pole can realize the positioning of contiguous block, avoid contiguous block from being subjected to displacement, it is ensured that the fixation reliability of the present apparatus, facilitates the later stage to pour
Build, the present apparatus can play the effect for strengthening compression strength and tensile strength in the inside of cement road, the structure of the present apparatus compared with
To be simple, cost is more cheap, is adapted to promote the use of.
Brief description of the drawings
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, drawings in the following description are only
It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor
Under, other attached drawings can also be obtained according to these attached drawings.
Fig. 1 is the top view of the utility model；
Fig. 2 is the enlarged drawing at the utility model A；
Fig. 3 is the front view of anchor pole；
Fig. 4 is the side view of connector；
Fig. 5 is the front view of fixed screw.
Embodiment
All features disclosed in this specification, or disclosed all methods or during the step of, except mutually exclusive
Feature and/or step beyond, can combine in any way.
This specification（Including any accessory claim, summary and attached drawing）Disclosed in any feature, except non-specifically chatting
State, can be replaced by other alternative features that are equivalent or have similar purpose.I.e., unless specifically stated, each feature
It is an example in a series of equivalent or similar characteristics.
As shown in Figure 1, Figure 2, a kind of cement pavement reinforcement structure net shown in Fig. 3, Fig. 4 and Fig. 5, including multiple circular connections
Block 1, the contiguous block 1 are vertically arranged with more than two rows, and the spacing between the adjacent two rows contiguous block 1 is 120cm, in transverse direction
Transverse steel 2 is combined between contiguous block 1 described in the polylith of setting, is combined between longitudinally disposed polylith contiguous block 1 vertical
To reinforcing bar 3, the transverse steel 2 is whole root architecture, and connector 5, the company are combined with the nodule position of the longitudinal reinforcement 3
The surface annular for connecing block 1 is provided with four holes 101, and the contiguous block 1 is run through in the hole 101, the transverse steel 2 and described vertical
The hole 101 is both passed through to reinforcing bar 3, a stepped hole 102, the stepped hole are provided with the medium position of the contiguous block 1
102 run through the contiguous block 1, anchor pole 4 are combined with the stepped hole 102, the length of the anchor pole 4 is 25cm, described
The top of anchor pole 4 is provided with the jacking block 401 for agreeing with the stepped hole 102, and the jacking block 401 and the anchor pole 4 are integral type knot
Structure, is combined with connection reinforcing bar 311 between innermost two longitudinal reinforcements 3, and the connection reinforcing bar 311 is indulged with described
To being connected with iron wire 312 between reinforcing bar 3.
A preferred embodiment in the utility model, the connector 5 include sleeve 501, the bottom of described sleeve pipe 501
Portion is provided with the inserted link 511 assigned to roadbed, is welded and fixed between the inserted link 511 and described sleeve pipe 501, described sleeve pipe
501 have the screw 502 of the fixed longitudinal reinforcement 3, are connected by setting connector to be connected to two longitudinal reinforcements
Nodule position at.
A preferred embodiment in the utility model, the both ends of the transverse steel 2 are both provided with fixed screw 6, institute
Stating the top of fixed screw 6 has the part of the force 601 of a polygon, and the bottom position of the part of the force 601 is set
There is baffle 602, conveniently formed by baffle spacing, easy to rotate part of the force by spanner, the both ends of the transverse steel 2 are curved
A ring body is formed after folding（It is not shown）, the fixed screw 6 passes through the ring body, and the length of the fixed screw 6 is 20cm,
By setting fixed screw at the both ends of transverse steel, with two endpoints of fixed lateral reinforcing bar the later stage can be facilitated to pour.
A preferred embodiment in the utility model, a diameter of 3mm of the transverse steel 2.
A preferred embodiment in the utility model, a diameter of 2mm of the longitudinal reinforcement 3.
The present apparatus is cast in cement road, and the distance apart from road table is more than 15cm.
The beneficial effects of the utility model are：The present apparatus is cast in cement road, and the present apparatus is passed through by contiguous block
Transverse steel and longitudinal reinforcement so that transverse steel and longitudinal reinforcement interlock at contiguous block position, form a cross-point, carry
The globality of high transverse steel and longitudinal reinforcement, while anchor pole is set at contiguous block position, the lower end of anchor pole is assigned to roadbed,
Anchor pole can realize the positioning of contiguous block, avoid contiguous block from being subjected to displacement, it is ensured that the fixation reliability of the present apparatus, facilitates the later stage to pour
Build, the present apparatus can play the effect for strengthening compression strength and tensile strength in the inside of cement road, the structure of the present apparatus compared with
To be simple, cost is more cheap, is adapted to promote the use of.
The above, is only specific embodiment of the present utility model, but the scope of protection of the utility model is not limited to
In this, any change or replacement expected without creative work, should be covered within the scope of the utility model.
Therefore, the scope of protection of the utility model should be determined by the scope of protection defined in the claims.
Claims (5)
- A kind of 1. cement pavement reinforcement structure net, it is characterised in that：Including multiple circular contiguous blocks, the contiguous block is longitudinally set It is equipped with more than two rows, the spacing between the adjacent two rows contiguous block is 100cm-160cm, is connected described in the polylith laterally set Connect and be combined with transverse steel between block, longitudinal reinforcement, the transverse steel are combined between longitudinally disposed polylith contiguous block For whole root architecture, connector is combined with the nodule position of the longitudinal reinforcement, the surface annular of the contiguous block is provided with four The contiguous block is run through in a hole, the hole, and the transverse steel and the longitudinal reinforcement both pass through the hole, in the contiguous block Medium position at be provided with a stepped hole, the stepped hole runs through the contiguous block, anchor pole is combined with the stepped hole, The length of the anchor pole is 20cm-25cm, and the jacking block for agreeing with the stepped hole, the jacking block are provided with the top of the anchor pole It is an integral structure with the anchor pole, connection reinforcing bar, the company is combined between innermost two longitudinal reinforcements Connect and be connected with iron wire between reinforcing bar and the longitudinal reinforcement.
- 2. cement pavement reinforcement structure net according to claim 1, it is characterised in that：The connector includes sleeve, The bottom of described sleeve pipe is provided with the inserted link assigned to roadbed, is welded and fixed between the inserted link and described sleeve pipe, the set Screw of the pipe with the fixed longitudinal reinforcement.
- 3. cement pavement reinforcement structure net according to claim 1, it is characterised in that：The both ends of the transverse steel are all provided with Fixed screw is equipped with, the top of the fixed screw has the part of the force of a polygon, the bottom position of the part of the force The place of putting is provided with baffle, and a ring body is formed after the both ends bending of the transverse steel, and the fixed screw passes through the ring body, The length of the fixed screw is 15cm-25cm.
- 4. cement pavement reinforcement structure net according to claim 1, it is characterised in that：The transverse steel it is a diameter of 3mm-5mm。
- 5. cement pavement reinforcement structure net according to claim 1, it is characterised in that：The longitudinal reinforcement it is a diameter of 2mm-4mm。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721175377.6U CN207227887U (en) | 2017-09-14 | 2017-09-14 | A kind of cement pavement reinforcement structure net |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721175377.6U CN207227887U (en) | 2017-09-14 | 2017-09-14 | A kind of cement pavement reinforcement structure net |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207227887U true CN207227887U (en) | 2018-04-13 |
Family
ID=61861773
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721175377.6U Expired - Fee Related CN207227887U (en) | 2017-09-14 | 2017-09-14 | A kind of cement pavement reinforcement structure net |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207227887U (en) |
-
2017
- 2017-09-14 CN CN201721175377.6U patent/CN207227887U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202352244U (en) | Steel pipe tower pole number plate fixing device | |
| CN106400667A (en) | Hollow plate beam structure for ultrahigh performance concrete hinge joint connection | |
| CN202718134U (en) | Historic building wooden column base structure | |
| CN203903844U (en) | Floor double flat arm holding rod applied to mountainous landscape extra-high voltage cup type tower assemblage | |
| CN104773654A (en) | Concrete electric pole arrangement device | |
| CN207227887U (en) | A kind of cement pavement reinforcement structure net | |
| CN105908638B (en) | It is a kind of to turn rigid frame bridge steel box-girder and the construction method of concrete pier consolidation | |
| CN202215040U (en) | Telescopic adjustable temporary wire drawing device for transmission line pole/tower | |
| CN204609131U (en) | Cushion block of concrete bar protective layer | |
| CN204040515U (en) | Cat ladder | |
| CN203007935U (en) | A variable section concrete pile joint | |
| CN207657178U (en) | A kind of TGXG tensioner | |
| CN207144311U (en) | A kind of steel concrete supporting device | |
| CN205712152U (en) | Prefabricated pile reinforcement structure and durability pile foundation | |
| CN206346188U (en) | A kind of steel reinforcement cage | |
| CN204959733U (en) | Bored concrete pile steel reinforcement cage structure | |
| CN107829596A (en) | A kind of extra-high voltage iron tower group founds multipurpose herringbone holding pole | |
| CN207572543U (en) | A kind of ground connection mounting structure for lightning protection | |
| CN205063497U (en) | New -type steel pipe pole | |
| CN204211397U (en) | Assembly type standard knot | |
| CN206289517U (en) | The hollow slab beam structure of ultra-high performance concrete hinge seam link | |
| CN202829323U (en) | Two multi-span precast prestressed crane beam | |
| CN203539960U (en) | Uneven bars easy to use | |
| CN202124934U (en) | Connecting device for reinforced concrete beam and shear wall | |
| CN207567575U (en) | A kind of groove profile light rail pillow |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180413 Termination date: 20190914 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |