CN207700063U - A kind of prestressed concrete continuous beam Construction Support protection system - Google Patents
A kind of prestressed concrete continuous beam Construction Support protection system Download PDFInfo
- Publication number
- CN207700063U CN207700063U CN201721768992.8U CN201721768992U CN207700063U CN 207700063 U CN207700063 U CN 207700063U CN 201721768992 U CN201721768992 U CN 201721768992U CN 207700063 U CN207700063 U CN 207700063U
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- CN
- China
- Prior art keywords
- girder
- protection system
- prestressed concrete
- continuous beam
- casing
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- Expired - Fee Related
Links
- 238000010276 construction Methods 0.000 title claims abstract description 29
- 239000011513 prestressed concrete Substances 0.000 title claims abstract description 28
- 230000008093 supporting effect Effects 0.000 claims abstract description 29
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 230000013011 mating Effects 0.000 claims description 2
- 238000011900 installation process Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
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- Bridges Or Land Bridges (AREA)
Abstract
The utility model provides a kind of prestressed concrete continuous beam Construction Support protection system.The prestressed concrete continuous beam Construction Support protection system includes girder；Supporting block, the supporting block is installed on the top surface of the girder, and the top of the supporting block is equipped with limiting slot；Rib mechanism, the rib mechanism is symmetrically fixed on the two side of the supporting block, and the rib mechanism includes bar and first sleeve；Bridge plate, the bridge plate is installed on the top of the girder, and the both ends bottom surface of the bridge plate is equipped with spacing head；Support mechanism, the support mechanism includes main support, the second casing and lateral frame, and the both ends of the main support are socketed on the inside of the third casing.Prestressed concrete continuous beam Construction Support protection system provided by the utility model, can effectively limit bridge plate installation process, be protected, and bridge plate offset, object the case where falling effectively are avoided.
Description
Technical field
The utility model is related to technical field of building construction more particularly to a kind of prestressed concrete continuous beam construction branch
Support protection system.
Background technology
With the fast development of China's economy, heavy construction communication project build amount and construction ability are also gradually carrying
Height is often constructed using prestressed concrete continuous beam during large bridge is built, build speed,
Security performance is higher.
Current prestressed concrete continuous beam construction when lack relatively good support protection system, to ground staff,
The protective capability of building is insufficient；Bridge plate is susceptible to offset during building, and needs to be corrected, and compares and expends the time, and
And bridge plate is placing rear stability not enough.
Therefore, it is necessary to provide a kind of new above-mentioned skill of prestressed concrete continuous beam Construction Support protection system solution
Art problem.
Utility model content
The technical issues of the utility model solves is to provide that a kind of protection effect is good, the quick prestressed concrete of installation connects
Continuous T beam Construction Support protection systems.
In order to solve the above technical problems, prestressed concrete continuous beam Construction Support protection body provided by the utility model
System, including：Girder；Supporting block, the supporting block is installed on the top surface of the girder, and the top of the supporting block is equipped with limit
Slot；Rib mechanism, the rib mechanism are symmetrically fixed on the two side of the supporting block, and the rib mechanism include bar with
And first sleeve；The first sleeve is fixed on the side wall of the girder, and the inside of the first sleeve is socketed with the gear
Bar；Bridge plate, the bridge plate is installed on the top of the girder, and the both ends bottom surface of the bridge plate is equipped with spacing head；The limit
The slot mating connection spacing head；Third casing, the third casing are symmetrically set in the two side of the girder；Support mechanism,
The support mechanism includes main support, the second casing and lateral frame, and the both ends of the main support are socketed on the third set
The inside of pipe；The side wall of the main support is fixed with second casing, and the inside of second casing is socketed with the horizontal branch
Frame.
Preferably, the bottom of the third casing is welded with link, and the third casing is set to second casing
Bottom.
Preferably, the link connects steel wire, and the bottom surface of the steel wire and the bridge plate is arranged in parallel.
Preferably, the girder is in T fonts, and the both sides of the girder are symmetrically fixed with supporting rack.
Preferably, the top of support frame as described above is oblique, and the top of support frame as described above and the side wall of the girder are tight
Closely connected conjunction.
Preferably, the lateral frame is equidistantly equipped with several, and the length of the lateral frame is more than the top surface of the girder
Length.
Preferably, the bar is connected through a screw thread the first sleeve, and between the bar and the girder mutually
It is vertically arranged.
Preferably, the four corners of the bridge plate are respectively and fixedly provided with the supporting block, and the both sides of the bridge plate be distributed with it is described
Bar.
Preferably, the area of the steel wire is identical as the tiling area of the lateral frame.
Preferably, the spacing head and the limiting slot are laciniation.
Compared with the relevant technologies, prestressed concrete continuous beam Construction Support protection system provided by the utility model
It has the advantages that：
The utility model provides a kind of prestressed concrete continuous beam Construction Support protection system, passes through the flange machine
Structure can be convenient for loop wheel machine quickly in place, effectively to avoid the bridge plate offset excessively when install the bridge plate；Jagged institute
Stating spacing head can be combined together with the limiting slot, to effectively improve the fastness of the bridge plate when mounted, prevent
Only loosen offset；The larger object that can be fallen in support continuous beam work progress by the support mechanism ensures ground dough figurine
Member, the safety built.
Description of the drawings
Fig. 1 is a kind of preferable reality of prestressed concrete continuous beam Construction Support protection system provided by the utility model
Apply the structural schematic diagram of example；
Fig. 2 is the bridge plate and supporting block attachment structure schematic diagram that Fig. 1 is provided；
Fig. 3 is the rib mechanism structural schematic diagram that Fig. 1 is provided.
Figure label：1, girder, 2, supporting block, 21, limiting slot, 3, rib mechanism, 31, bar, 32, first sleeve, 4,
Bridge plate, 41, spacing head, 5, support mechanism, 51, main support, the 52, second casing, 53, lateral frame, 6, third casing, 61, link,
7, steel wire, 8, supporting rack.
Specific implementation mode
The utility model is described in further detail with embodiment below in conjunction with the accompanying drawings.
Please refer to Fig. 1, Fig. 2 and Fig. 3, wherein Fig. 1 is prestressed concrete continuous T provided by the utility model
A kind of structural schematic diagram of preferred embodiment of beam Construction Support protection system；Fig. 2 is that the bridge plate that Fig. 1 is provided is connect with supporting block
Structural schematic diagram；Fig. 3 is the rib mechanism structural schematic diagram that Fig. 1 is provided.A kind of prestressed concrete continuous beam Construction Support is anti-
Watch box system, including：Girder 1；Supporting block 2, the supporting block 2 are installed on the top surface of the girder 1, and the top of the supporting block 2
Portion is equipped with limiting slot 21；Rib mechanism 3, the rib mechanism 3 are symmetrically fixed on the two side of the supporting block 2, and the gear
Side mechanism 3 includes bar 31 and first sleeve 32；The first sleeve 32 is fixed on the side wall of the girder 1, and described
The inside of sleeve 32 is socketed with the bar 31；Bridge plate 4, the bridge plate 4 are installed on the top of the girder 1, and the bridge
The both ends bottom surface of plate 4 is equipped with spacing head 41；The limiting slot 21 is connected the spacing head 41；Third casing 6, the third
Casing 6 is symmetrically set in the two side of the girder 1；Support mechanism 5, the support mechanism 5 include main support 51, the second casing 52
And lateral frame 53, and the both ends of the main support 51 are socketed on the inside of the third casing 6；The side wall of the main support 51
It is fixed with second casing 52, the inside of second casing 52 is socketed with the lateral frame 53.
For the ease of connecting safeguard, the bottom of the third casing 6 is welded with link 61, and the third casing 6
Set on the bottom of second casing 52.
In order to which secondary buffer is carried, played the role of to the small article fallen, the link 61 connects steel wire 7,
And the steel wire 7 is arranged in parallel with the bottom surface of the bridge plate 4.
In order to improve the intensity of the girder 1, the girder 1 is in T fonts, and the both sides of the girder 1 are symmetrically fixed with
Supporting rack 8.
In order to enable support effect is more preferable, the top of support frame as described above 8 is oblique, and the top of support frame as described above 8 with
The side wall of the girder 1 fits closely.
In order to which supporting effect is more preferable, the lateral frame 53 is equidistantly equipped with several, and the length of the lateral frame 53 is more than
The end face length of the girder 1.
For the ease of installing and dismounting, the bar 31 is connected through a screw thread the first sleeve 32, and the bar 31 with
It is arranged in a mutually vertical manner between the girder 1.
In order to which the installation process to the bridge plate 4 limits, the four corners of the bridge plate 4 are respectively and fixedly provided with the supporting block
2, and the bar 31 is distributed in the both sides of the bridge plate 4.
In order to effectively be carried to falling article, the flat spreading part of the area of the steel wire 7 and the lateral frame 53
Product is identical.
In order to improve limit effect, the spacing head 41 and the limiting slot 21 are laciniation.
When the utility model is used, being installed in the two side of the girder 1 after the girder 1 is built described
Supporting rack 8 is supported the girder 1, and the both ends of the main support 51 are then inserted respectively into the third casing 6
It is interior, then the lateral frame 53 is sequentially inserted into second casing 52, then the both ends of the steel wire 7 is hung over described
On link 61, when installing the bridge plate 4, loop wheel machine can judge the installation site of the bridge plate 4 according to the bar 31, prevent partially
Degree of moving past, when placing, the spacing head 41, which can coordinate, to be fixed in the limiting slot 21, improves bonding strength, the cross
Holder 53 can the larger object that falls of support, the relatively small articles that the steel wire 7 can carry out secondary buffer or storage is fallen, from
And it is effectively guaranteed the safety of 1 bottom operating personnel of girder, and after installing, the detachable bar 31, the support
Mechanism 5 and the steel wire 7.
Compared with the relevant technologies, prestressed concrete continuous beam Construction Support protection system provided by the utility model
It has the advantages that：
The utility model provides a kind of prestressed concrete continuous beam Construction Support protection system, passes through the flange machine
Structure 3 can be convenient for loop wheel machine quickly in place, the bridge plate 4 effectively to be avoided to deviate excessively when installing the bridge plate 4；It is jagged
The spacing head 41 can be combined together with the limiting slot 21, to effectively improve the jail of the bridge plate 4 when mounted
Solidity prevents from loosening offset；The larger object that can be fallen in support continuous beam work progress by the support mechanism 5, is protected
Demonstrate,prove ground staff, building safety.
The above description is only the embodiments of the present invention, and it does not limit the scope of the patent of the present invention, every
Equivalent structure or equivalent flow shift made based on the specification and figures of the utility model, is applied directly or indirectly in
Other relevant technical fields, are equally included in the patent within the scope of the utility model.
Claims (10)
1. a kind of prestressed concrete continuous beam Construction Support protection system, which is characterized in that including：
Girder；
Supporting block, the supporting block is installed on the top surface of the girder, and the top of the supporting block is equipped with limiting slot；
Rib mechanism, the rib mechanism is symmetrically fixed on the two side of the supporting block, and the rib mechanism includes bar
And first sleeve；The first sleeve is fixed on the side wall of the girder, and the inside of the first sleeve be socketed with it is described
Bar；
Bridge plate, the bridge plate is installed on the top of the girder, and the both ends bottom surface of the bridge plate is equipped with spacing head；The limit
The slot mating connection spacing head；
Third casing, the third casing are symmetrically set in the two side of the girder；
Support mechanism, the support mechanism includes main support, the second casing and lateral frame, and the both ends of the main support are socketed
In the inside of the third casing；The side wall of the main support is fixed with second casing, the internal sleeve of second casing
It is connected to the lateral frame.
2. prestressed concrete continuous beam Construction Support protection system according to claim 1, which is characterized in that described
The bottom of third casing is welded with link, and the third casing is set to the bottom of second casing.
3. prestressed concrete continuous beam Construction Support protection system according to claim 2, which is characterized in that described
Link connects steel wire, and the bottom surface of the steel wire and the bridge plate is arranged in parallel.
4. prestressed concrete continuous beam Construction Support protection system according to claim 1, which is characterized in that described
Girder is in T fonts, and the both sides of the girder are symmetrically fixed with supporting rack.
5. prestressed concrete continuous beam Construction Support protection system according to claim 4, which is characterized in that described
The top of supporting rack is oblique, and the top of support frame as described above and the side wall of the girder fit closely.
6. prestressed concrete continuous beam Construction Support protection system according to claim 1, which is characterized in that described
Lateral frame is equidistantly equipped with several, and the length of the lateral frame is more than the end face length of the girder.
7. prestressed concrete continuous beam Construction Support protection system according to claim 1, which is characterized in that described
Bar is connected through a screw thread the first sleeve, and is arranged in a mutually vertical manner between the bar and the girder.
8. prestressed concrete continuous beam Construction Support protection system according to claim 1, which is characterized in that described
The four corners of bridge plate are respectively and fixedly provided with the supporting block, and the bar is distributed in the both sides of the bridge plate.
9. prestressed concrete continuous beam Construction Support protection system according to claim 3, which is characterized in that described
The area of steel wire is identical as the tiling area of the lateral frame.
10. prestressed concrete continuous beam Construction Support protection system according to claim 1, which is characterized in that described
Spacing head and the limiting slot are laciniation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721768992.8U CN207700063U (en) | 2017-12-18 | 2017-12-18 | A kind of prestressed concrete continuous beam Construction Support protection system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721768992.8U CN207700063U (en) | 2017-12-18 | 2017-12-18 | A kind of prestressed concrete continuous beam Construction Support protection system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207700063U true CN207700063U (en) | 2018-08-07 |
Family
ID=63026700
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721768992.8U Expired - Fee Related CN207700063U (en) | 2017-12-18 | 2017-12-18 | A kind of prestressed concrete continuous beam Construction Support protection system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207700063U (en) |
-
2017
- 2017-12-18 CN CN201721768992.8U patent/CN207700063U/en not_active Expired - Fee Related
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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: 20180807 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |