CN203160198U - Wave wall construction reinforcing device - Google Patents
Wave wall construction reinforcing device Download PDFInfo
- Publication number
- CN203160198U CN203160198U CN 201320139381 CN201320139381U CN203160198U CN 203160198 U CN203160198 U CN 203160198U CN 201320139381 CN201320139381 CN 201320139381 CN 201320139381 U CN201320139381 U CN 201320139381U CN 203160198 U CN203160198 U CN 203160198U
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- vertical rod
- reinforcing
- wave
- wave wall
- wall construction
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Abstract
A wave wall construction reinforcing device comprises a wave wall base (1), a plurality of anchoring rings (2), a horizontal pipe column (3), first reinforcing stand bars (11), a second reinforcing stand bar (12) and opposite-pull reinforcing members (6), wherein the wave wall base (1) is arranged on a dam crest, the anchoring rings (2) are arranged on the wave wall base (1) and spaced with one another, the horizontal pipe column (3) penetrates through all the anchoring rings (2) to extend and be fixed, the first reinforcing stand bars (11) and the second reinforcing stand bar (12) are pressed on and abut against two sides of a wave wall form board (13) respectively, the horizontal pipe column (3) is connected with the first reinforcing stand bars (11) through inclined supporting columns (4), and the opposite-pull reinforcing members (6) penetrate through the wave wall form board (13) to connect the first reinforcing stand bars (11) with the second reinforcing stand bar (12). The wave wall construction reinforcing device is convenient to construct, and capable of ensuring safety of construction operating personnel and ensuring wave wall quality.
Description
Technical field
The utility model relates to a kind of bracing means, is specifically related to a kind of for the wave preventing wall construction bracing means that the wave wall template of hydraulic engineering is reinforced.
Background technology
Wave wall is for preventing that wave from crossing the body of wall that the dam top arranges in dam crest dash forward position.Wave wall is used on reservoir, river course, the dykes and dams more, plays wave resistance, flood control, resistance effect.Because wave wall build on the dam crest, in work progress, need the wave wall template is reinforced to guarantee the workmanship of wave wall.Steep but also sliding concrete revetment not only normally below the dam crest.Yet, at this not only steep but also sliding concrete revetment groove is set and by steel pipe the wave wall template is reinforced coming as foundation, not only be difficult for construction, and safety of operators is difficult to guarantee.In addition, wave wall need be built than higher for the flood control wave resistance effect that plays.If the construction reinforcement device can not be carried out, not only occur easily causing waste of material because of wave wall template flare, and influence the quality of wave wall easily.
The utility model content
Technical problem to be solved in the utility model is, a kind of easy construction is provided, can guarantees the constructing operation safety of persons, guarantees the wave preventing wall construction bracing means of wave wall quality.
Technical solution of the present utility model is, a kind of wave preventing wall construction bracing means with following structure is provided, and comprising:
Be located at the wave wall base of dam crest, be located on the wave wall base several anchoring rings of being spaced apart from each other, pass the fixing horizontal tubing string that each described anchoring ring extends, vertical rod is reinforced in the first reinforcing vertical rod and second that is pressed against the both sides of wave wall template respectively, wherein, described horizontal tubing string is reinforced vertical rod by bearing diagonal post and described first and is linked to each other, and pass described wave wall template with first reinforce that vertical rod and the second reinforcing vertical rod link to each other to drawing reinforcement.
Compared with prior art, wave preventing wall construction bracing means of the present utility model has the following advantages.In the utility model, the wave wall base is located on the dam crest, at the wave wall base several anchoring rings that are spaced apart from each other are set and constitute the foundation that supports the wave wall template together with the fixing horizontal tubing string that passes each described anchoring ring extension, make that the foundation of wave wall template is firm, easy construction can guarantee the constructing operation safety of persons.In addition, in the utility model, the bearing diagonal post that is connected with horizontal tubing string connects first and reinforces vertical rod, and by reinforcing vertical rod and second and reinforce vertical rod and couple together drawing reinforcement will be positioned at first of wave wall template both sides, thereby the bracing means of the one that formation is reinforced the wave wall template.Therefore, avoided causing waste of material because template is loose, also can guarantee the wave wall quality of building out better.
As a kind of improvement, described wave wall base is provided with several sleeve pipes, and the two ends of described anchoring ring are socketed in the described sleeve pipe.The anchoring ring directly inserts in the sleeve pipe fixing, and the anchoring ring can be extracted out from sleeve pipe and reuse after wave wall was built and finished.
As a kind of preferred, the spacing between the adjacent anchoring ring is no more than 1.5m.If the spacing between the adjacent anchoring ring is too big, the restraint forces that horizontal steel tube is subjected to can reduce.Therefore, according to the utility model, the spacing between the adjacent anchoring ring is set at and is no more than 1.5m, and the foundation that can guarantee to support the bearing diagonal steel pipe is firm.
As a kind of improvement, be provided with many first and reinforce vertical rod, wherein each first reinforcing vertical rod links to each other with described horizontal tubing string by at least two bearing diagonal posts respectively.Reinforcing vertical rod for many first can arrange according to the shape of wave wall template, plays better reinforcement effect.It is to come first different parts of reinforcing vertical rod is supported by the bearing diagonal post that the first reinforcing vertical rod links to each other with described horizontal tubing string by at least two bearing diagonal posts respectively, makes the first reinforcing vertical rod stressed more even, more firm.
As a kind of improvement, an end that draws reinforcement is provided with for two first cross bars being pressed against first first clamp nut of reinforcing in the vertical rod.The pressure that is subjected to can be passed to the first reinforcing vertical rod equably through two first cross bars by tightening first clamp nut, thereby make wave wall template one side stressed more even, guarantee the quality of wave wall.
As a kind of improvement, the other end that draws reinforcement is provided with for two second cross bars being pressed against second second clamp nut of reinforcing in the vertical rod.By to second clamp nut on the other end that draws reinforcement, can adjust the stressed of wave wall template opposite side, second clamp nut transfers the pressure to second by two second cross bars and reinforces vertical rod, can make the stressed more even of wave wall template opposite side, thereby guarantees the quality of wave wall.
Description of drawings
Shown in Figure 1 is the structural representation of the utility model wave preventing wall construction bracing means.
Shown in the figure: 1, wave wall base, 2, the anchoring ring, 3, horizontal tubing string, 4, bearing diagonal post, 5, second clamp nut, 6, to drawing reinforcement, 7, first cross bar, 8, first clamp nut, 9, second cross bar, 10, sleeve pipe, 11, first reinforces vertical rod, 12, second reinforce vertical rod, 13, the wave wall template.
The specific embodiment
The utility model is described in further detail below in conjunction with the drawings and specific embodiments.
Fig. 1 has shown an embodiment of wave preventing wall construction bracing means of the present utility model.In the present embodiment, build wave wall base 1 at dam crest earlier.Build wave wall at wave wall base 1 again.As shown in Figure 1, wave preventing wall construction bracing means according to this embodiment of the present utility model comprises: the wave wall base 1 that is located at dam crest, be located on the wave wall base 1 several anchoring rings 2 of being spaced apart from each other, pass the fixing horizontal tubing string 3 that each described anchoring ring 2 extends, vertical rod 12 is reinforced in the first reinforcing vertical rod 11 and second that is pressed against the both sides of wave wall template 13 respectively, wherein, described horizontal tubing string 3 is reinforced vertical rod 11 by bearing diagonal post 4 and described first and is linked to each other, and pass described wave wall template 13 with first reinforce that vertical rod 11 and the second reinforcing vertical rod 12 link to each other to drawing reinforcement 6.Anchoring ring 2 adopts the anchor bar ring.Horizontal tubing string 3 is preferably steel pipe.First reinforces vertical rod 11 adopts steel pipe.Second reinforces vertical rod 12 adopts steel pipe.Bearing diagonal post 4 is preferably steel pipe.Because reinforced steel bar ring and steel pipe are all more common, can reduce cost.
Described wave wall base 1 is provided with several sleeve pipes 10, and the two ends of described anchoring ring 2 are socketed in the described sleeve pipe 10.Default sleeve pipe 10 when building wave wall base 1.Described sleeve pipe 10 adopts PVC sleeve pipes 10, makes things convenient for 2 sockets of anchoring ring and build to make things convenient for anchoring ring 2 to take out after finishing.
Spacing between the adjacent anchoring ring 2 is no more than 1.5m, is preferably 0.3～1.5m.Spacing between the adjacent anchoring ring 2 is too little can to increase engineering quantity, increases cost, and spacing too conference restraint forces that horizontal tubing string 3 is subjected to is little, cause horizontal tubing string 3 firm inadequately with the foundation that anchoring ring 2 constitutes.
In the present embodiment, be provided with many first and reinforce vertical rod 11, wherein, each first reinforcing vertical rod 11 links to each other with described horizontal tubing string 3 by at least two bearing diagonal posts 4 respectively.
An end that draws reinforcement 6 is provided with for two first cross bars 7 being pressed against first first clamp nut of reinforcing in the vertical rod 11 8.
The other end that draws reinforcement 6 is provided with for two second cross bars 9 being pressed against second second clamp nut of reinforcing in the vertical rod 12 8.
In the present embodiment, the two ends of drawing reinforcement 6 are equipped with clamp nut, can compress reinforcing from two ends to wave wall template 13, more convenient operation.
In the present embodiment, described bearing diagonal post 4 is connected with horizontal tubing string 3 steel tube fasteners.Be easy for installation and removal.
The upper end dispersion pressure of described some bearing diagonal steel pipes 4 is reinforced the diverse location of vertical rod 11 first, thereby makes the first reinforcing vertical rod 11 stressed even.In Fig. 1, first reinforces vertical rod 11 comprises two parts, i.e. vertical posts located in the above and be located at the oblique vertical rod on inclined-plane.First the arranging of two parts formula of reinforcing vertical rod 11 mainly is more convenient in order to construct.Vertical posts and oblique vertical rod for example all can be steel pipe.
In a unshowned embodiment, the first reinforcing vertical rod 11 and second can be reinforced vertical rod 12 and be designed to riser.
Though be described with reference to the utility model of some embodiment, yet be appreciated that under the situation that does not break away from scope of the present utility model, can carry out various improvement or replacement to it.Especially, only otherwise have structural conflict, the feature among each embodiment all can mutually combine, and formed combined type feature still belongs in the scope of the present utility model.The utility model is not limited to disclosed specific embodiment in the literary composition, but comprises all technical schemes in the scope that falls into claim.
Claims (6)
1. a wave preventing wall construction bracing means is characterized in that, comprising:
Be located at the wave wall base (1) of dam crest,
Be located on the wave wall base (1) several anchoring rings (2) of being spaced apart from each other,
Pass the fixing horizontal tubing string (3) that each described anchoring ring (2) extends,
The first reinforcing vertical rod (11) that is pressed against the both sides of wave wall template (13) is respectively reinforced vertical rod (12) with second, and wherein, described horizontal tubing string (3) is reinforced vertical rod (11) by bearing diagonal post (4) and described first and linked to each other, and
Pass described wave wall template (13) with first reinforce that vertical rod (11) links to each other with the second reinforcing vertical rod (12) to drawing reinforcement (6).
2. wave preventing wall construction bracing means according to claim 1 is characterized in that, described wave wall base (1) is provided with several sleeve pipes (10), and the two ends of described anchoring ring (2) are socketed in the described sleeve pipe (10).
3. wave preventing wall construction bracing means according to claim 1 and 2 is characterized in that, the spacing between the adjacent anchoring ring (2) is no more than 1.5m.
4. wave preventing wall construction bracing means according to claim 1 and 2 is characterized in that, is provided with many first and reinforces vertical rod (11), and wherein each first reinforcing vertical rod (11) links to each other with described horizontal tubing string (3) by at least two bearing diagonal posts (4) respectively.
5. wave preventing wall construction bracing means according to claim 4 is characterized in that, an end that draws reinforcement (6) is provided with for two first cross bars (7) being pressed against first first clamp nut of reinforcing in the vertical rod (11) (8).
6. wave preventing wall construction bracing means according to claim 5 is characterized in that: the other end that draws reinforcement (6) is provided with for two second cross bars (9) being pressed against second second clamp nut of reinforcing in the vertical rod (12) (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320139381 CN203160198U (en) | 2013-03-25 | 2013-03-25 | Wave wall construction reinforcing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320139381 CN203160198U (en) | 2013-03-25 | 2013-03-25 | Wave wall construction reinforcing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203160198U true CN203160198U (en) | 2013-08-28 |
Family
ID=49021394
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320139381 Expired - Fee Related CN203160198U (en) | 2013-03-25 | 2013-03-25 | Wave wall construction reinforcing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203160198U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178244A (en) * | 2015-08-05 | 2015-12-23 | 中国水利水电第七工程局有限公司 | Quick formwork erecting construction method for cast-in-place wave wall |
| CN112695705A (en) * | 2020-12-18 | 2021-04-23 | 陈国芳 | Hydraulic engineering is with flap gate that shocks resistance |
-
2013
- 2013-03-25 CN CN 201320139381 patent/CN203160198U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178244A (en) * | 2015-08-05 | 2015-12-23 | 中国水利水电第七工程局有限公司 | Quick formwork erecting construction method for cast-in-place wave wall |
| CN112695705A (en) * | 2020-12-18 | 2021-04-23 | 陈国芳 | Hydraulic engineering is with flap gate that shocks resistance |
| CN112695705B (en) * | 2020-12-18 | 2022-05-06 | 海绵金水(北京)工程设计院有限公司 | Hydraulic engineering is with flap gate that shocks resistance |
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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: 20130828 Termination date: 20180325 |