CN206986932U - Corrugated plating repairing and reinforcement structure - Google Patents
Corrugated plating repairing and reinforcement structure Download PDFInfo
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- CN206986932U CN206986932U CN201720965270.5U CN201720965270U CN206986932U CN 206986932 U CN206986932 U CN 206986932U CN 201720965270 U CN201720965270 U CN 201720965270U CN 206986932 U CN206986932 U CN 206986932U
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- corrugated steel
- damaged
- steel
- reinforcement structure
- damaged corrugated
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Abstract
The utility model provides a kind of corrugated plating repairing and reinforcement structure, and corrugated plating repairing and reinforcement structure includes：Not damaged corrugated steel is relative with damaged corrugated steel interval；Non-shrinkage concrete material layer, it is arranged between not damaged corrugated steel and damaged corrugated steel；Retaining element, it is fixed on through the end of not damaged corrugated steel and by not damaged corrugated steel on damaged corrugated steel.The beneficial effects of the utility model are：Corrugated plating repairing and reinforcement structure can substitute original structure when damaged corrugated steel damages serious and bear load, reach reduction cost, the purpose of convenient construction, at the same the corrugated plating repairing and reinforcement structure in the utility model embodiment can damaged corrugated steel damage it is serious when normal use.
Description
Technical field
Underground pipe gallery repairing and reinforcement construction applications are the utility model is related to, specifically a kind of corrugated plating repairing and reinforcement knot
Structure.
Background technology
Steel corrugated plating underground pipe gallery, is a kind of piping lane main body for being enclosed by Steel Corrugated Pipes for Making plate and setting and forming, piping lane main body by
The corrugated cardboard sheet of multiple arcs connects sealing by high-strength bolt and is spliced to form.The cross section of piping lane main body is in tubular, arch, circle
Shape etc., the inside bottom of piping lane main body need to set terrace, for walkway or support piping lane support.The Urban Underground integrates
Piping lane realizes that in light weight, speed of application is fast, the purpose of low cost.
A kind of repairing and reinforcement structure of corrugated steel culvert culvert pipe is disclosed in the prior art, including is arranged on corrugated steel tube
Ring steel belt on the inside of culvert pipe, ring steel belt both ends mutually overlap, and install the first angle steel and the second angle steel on ring steel belt, and first
Angle steel is arranged on the inner side end of ring steel belt overlapping part, and the second angle steel is arranged on the first angle steel and overlapped away from ring steel belt
The side of termination on the inside of position, the first angle steel and the second angle steel are connected by expanding drive device.The repairing and reinforcement structure can
Effectively realize the bearing capacity and durability for the disconnection of corrugated steel tube culvert pipe and the reparation and reinforcing of damaged part, improving culvert.
The shortcomings that prior art：Construction is complicated, and the bearing capacity of steel band is limited, it is impossible to effective to reinforce maintenance.Work as destruction
It can not be used when serious.
Utility model content
The utility model provides a kind of corrugated plating repairing and reinforcement structure, and the corrugated plating of breakage can be repaiied with reaching
It is added with solid purpose.
Technical scheme is used by the utility model solves its technical problem：A kind of corrugated plating repairing and reinforcement structure, ripple
Card repairing and reinforcement structure includes：Not damaged corrugated steel is relative with damaged corrugated steel interval；Non-shrinkage concrete material
The bed of material, it is arranged between not damaged corrugated steel and damaged corrugated steel；Retaining element, through not damaged corrugated steel
Not damaged corrugated steel is simultaneously fixed on damaged corrugated steel by end.
Further, not damaged corrugated steel is symmetrical arranged with damaged corrugated steel, the ripple of not damaged corrugated steel
The crest of crest segment and damaged corrugated steel is intersegmental every relative, trough section and the damaged corrugated steel of not damaged corrugated steel
The trough of plate is intersegmental every relative.
Further, the retaining element is the bolt through the end of not damaged corrugated steel.
Further, bolt is arranged on the trough section of not damaged corrugated steel end.
The beneficial effects of the utility model are：
Corrugated plating repairing and reinforcement structure in the utility model embodiment can damage serious in damaged corrugated steel
When substitute original structure bear load, reach reduction cost, the purpose of convenient construction, while the ripple in the utility model embodiment
Plate repairing and reinforcement structure can damaged corrugated steel damage it is serious when normal use.
The utility model embodiment enables to damaged corrugated steel to be integrated with not damaged corrugated steel, Ke Yiyou
The increase rigidity of structure of effect, improve structural-load-carrying capacity.
Brief description of the drawings
The Figure of description for forming the part of the application is used for providing further understanding to of the present utility model, this practicality
New schematic description and description is used to explain the utility model, does not form to improper restriction of the present utility model.
In the accompanying drawings：
Fig. 1 is the structural representation of the utility model corrugated plating repairing and reinforcement constructive embodiment.
Reference in figure：10th, not damaged corrugated steel；20th, non-shrinkage concrete material layer；30th, damaged ripple
Steel plate；40th, bolt.
Embodiment
It should be noted that in the case where not conflicting, the feature in embodiment and embodiment in the application can phase
Mutually combination.Describe the utility model in detail below with reference to the accompanying drawings and in conjunction with the embodiments.
As shown in figure 1, the utility model embodiment provides a kind of corrugated plating repairing and reinforcement structure, the corrugated plating reparation adds
Fixing structure includes not damaged corrugated steel 10, non-shrinkage concrete material layer 20 and retaining element.Not damaged corrugated steel 10 with
Damaged corrugated steel 30 is spaced relatively；Non-shrinkage concrete material layer 20 is arranged on not damaged corrugated steel 10 and breakage
Corrugated steel 30 between；Not damaged corrugated steel 10 through the end of not damaged corrugated steel 10 and is fixed on by retaining element
On damaged corrugated steel 30.
Corrugated plating repairing and reinforcement structure in the utility model embodiment can damage sternly in damaged corrugated steel 30
Original structure is substituted during weight and bears load, reaches reduction cost, the purpose of convenient construction, while the ripple in the utility model embodiment
Card repairing and reinforcement structure can when damaged corrugated steel 30 damages serious normal use.
The utility model embodiment enables to damaged corrugated steel 30 to be integrated with not damaged corrugated steel 10, can
Effectively to increase the rigidity of structure, structural-load-carrying capacity is improved.
Specifically, not damaged corrugated steel 10 is symmetrical arranged with damaged corrugated steel 30, not damaged corrugated steel 10
Crest section and damaged corrugated steel 30 crest it is intersegmental every relative, the trough Duan Yuyi of not damaged corrugated steel 10 is damaged
Corrugated steel 30 trough it is intersegmental every relative.
As shown in figure 1, the crest section of wherein above-mentioned not damaged corrugated steel 10 and the ripple of damaged corrugated steel 30
Crest segment interval is relative to be referred to：The crest section of not damaged corrugated steel 10 is corresponding with the crest fragment position of damaged corrugated steel 30
And there are certain intervals between not damaged corrugated steel 10 and damaged corrugated steel 30, the crest of not damaged corrugated steel 10
Section is directed away from the direction of damaged corrugated steel 30, and the crest section of damaged corrugated steel 30 is directed away from not breakage
The direction of corrugated steel 10.
The trough section of above-mentioned not damaged corrugated steel 10 and the trough of damaged corrugated steel 30 are intersegmental to be referred to every relative：
The trough section of not damaged corrugated steel 10 is corresponding with the trough fragment position of damaged corrugated steel 30 and not damaged corrugated steel
There are certain intervals, the trough section of not damaged corrugated steel 10 is towards close to breakage between 10 and damaged corrugated steel 30
Corrugated steel 30 direction, the trough section of damaged corrugated steel 30 is towards close to the direction of not damaged corrugated steel 10.
Specifically, the retaining element is the bolt 40 through the end of not damaged corrugated steel 10.The utility model is implemented
In example, bolt 40 is arranged on the trough section of the not damaged end of corrugated steel 10, and the both ends of bolt 40 connect not damaged ripple respectively
The trough section of steel plate 10 and the trough section of damaged corrugated steel 30.The bolt 40 is high-strength bolt, the cooperation of the bolt
Nut is located at the damaged side of corrugated steel 30.
The utility model additionally provides a kind of corrugated plating restoring and fastening method, for being carried out to corrugated plating repairing and reinforcement structure
Repairing and reinforcement, the corrugated plating restoring and fastening method comprise the following steps：
Step 1, not damaged corrugated steel 10 and damaged corrugated steel 30 be spaced relatively, and to not damaged corrugated steel
Non-shrinkage concrete material layer 20 is injected between plate 10 and damaged corrugated steel 30；
Step 2, by the retaining element not damaged corrugated steel 10 is fixed with damaged corrugated steel 30.
Wherein, in step 1 using the method for pressure grouting to not damaged corrugated steel 10 and damaged corrugated steel 30
Between inject non-shrinkage concrete material layer 20.It can prevent that damaged corrugated steel 30 is further using pressure grouting
Damage of collapsing.Non-shrinkage concrete material layer 20 during grouting preferably uses high intensity non-shrinkage concrete.The utility model is real
Applying example enables to damaged corrugated steel 30 to be integrated with not damaged corrugated steel 10, and it is firm can effectively to increase structure
Degree, improve structural-load-carrying capacity.
Preferably, step 1 also includes：Non-shrinkage concrete material is calculated according to the damaged degree of damaged corrugated steel 30
The injection thickness of the bed of material 20.THICKNESS CALCULATION calculates similar to arched concrete plate, and the computational methods are prior art, are no longer entered herein
Row repeats.
As can be seen from the above description, the utility model the above embodiments realize following technique effect：
Corrugated plating repairing and reinforcement structure in the utility model embodiment can damage sternly in damaged corrugated steel 30
Original structure is substituted during weight and bears load, reaches reduction cost, the purpose of convenient construction, while the ripple in the utility model embodiment
Card repairing and reinforcement structure can when damaged corrugated steel 30 damages serious normal use.
The utility model embodiment enables to damaged corrugated steel 30 to be integrated with not damaged corrugated steel 10, can
Effectively to increase the rigidity of structure, structural-load-carrying capacity is improved.
It is described above, only specific embodiment of the utility model, it is impossible to which the scope that utility model implemented, institute are limited with it
With the displacement of its equivalent assemblies, or the equivalent variations made according to the utility model patent protection domain and modification, it should all still fall within
The category that this patent is covered.In addition, between technical characteristic and technical characteristic in the utility model, technical characteristic and technical scheme
Between, can be used with independent assortment between technical scheme and technical scheme.
Claims (4)
- A kind of 1. corrugated plating repairing and reinforcement structure, for the damaged corrugated steel of repairing and reinforcement (30), it is characterised in that described Corrugated plating repairing and reinforcement structure includes：Not damaged corrugated steel (10), it is relative with damaged corrugated steel (30) interval；Non-shrinkage concrete material layer (20), be arranged on not damaged corrugated steel (10) and damaged corrugated steel (30) it Between；Retaining element, through the end of not damaged corrugated steel (10) and will not damaged corrugated steel (10) be fixed on it is damaged On corrugated steel (30).
- 2. corrugated plating repairing and reinforcement structure according to claim 1, it is characterised in that not damaged corrugated steel (10) with Damaged corrugated steel (30) is symmetrical arranged, crest section and the damaged corrugated steel (30) of not damaged corrugated steel (10) Crest fragment position is corresponding, the trough section of not damaged corrugated steel (10) and the trough fragment position pair of damaged corrugated steel (30) Should.
- 3. corrugated plating repairing and reinforcement structure according to claim 2, it is characterised in that the retaining element is not broken to be located in Damage the bolt (40) of corrugated steel (10) end.
- 4. corrugated plating repairing and reinforcement structure according to claim 3, it is characterised in that bolt (40) is arranged on not damaged ripple The trough section of line steel plate (10) end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720965270.5U CN206986932U (en) | 2017-08-03 | 2017-08-03 | Corrugated plating repairing and reinforcement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720965270.5U CN206986932U (en) | 2017-08-03 | 2017-08-03 | Corrugated plating repairing and reinforcement structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206986932U true CN206986932U (en) | 2018-02-09 |
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ID=61418558
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720965270.5U Active CN206986932U (en) | 2017-08-03 | 2017-08-03 | Corrugated plating repairing and reinforcement structure |
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| Country | Link |
|---|---|
| CN (1) | CN206986932U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107237353A (en) * | 2017-08-03 | 2017-10-10 | 中冶京诚工程技术有限公司 | Corrugated plating repairing and reinforcement structure and restoring and fastening method |
-
2017
- 2017-08-03 CN CN201720965270.5U patent/CN206986932U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107237353A (en) * | 2017-08-03 | 2017-10-10 | 中冶京诚工程技术有限公司 | Corrugated plating repairing and reinforcement structure and restoring and fastening method |
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