CN221072519U - Precast reinforced concrete sluice structure - Google Patents
Precast reinforced concrete sluice structure Download PDFInfo
- Publication number
- CN221072519U CN221072519U CN202322785429.3U CN202322785429U CN221072519U CN 221072519 U CN221072519 U CN 221072519U CN 202322785429 U CN202322785429 U CN 202322785429U CN 221072519 U CN221072519 U CN 221072519U
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- prefabricated
- curb plate
- side plate
- plate
- prefabricated curb
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- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 17
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 37
- 230000002265 prevention Effects 0.000 claims description 4
- 238000005728 strengthening Methods 0.000 claims 8
- 238000009417 prefabrication Methods 0.000 claims 2
- 239000004567 concrete Substances 0.000 abstract description 10
- 238000010276 construction Methods 0.000 abstract description 9
- 238000001363 water suppression through gradient tailored excitation Methods 0.000 abstract description 9
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 11
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 210000000481 breast Anatomy 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 239000003351 stiffener Substances 0.000 description 2
- 238000011144 upstream manufacturing Methods 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000002360 explosive Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
The utility model relates to the technical field of reinforced concrete water gates, in particular to a prefabricated reinforced concrete water gate structure which comprises a prefabricated bottom plate, wherein side wall modules are arranged on two sides of the prefabricated bottom plate, each side wall module comprises a first prefabricated side plate and a second prefabricated side plate, the first prefabricated side plates are connected with the second prefabricated side plates in a plugging manner, a water gate frame is fixedly connected between the two side wall modules, and a gate is slidably arranged on the water gate frame. When the prefabricated foundation pit is used, the prefabricated bottom plate is connected with the prefabricated foundation pit through concrete, the inserting grooves on the first prefabricated side plate are connected with the inserting blocks on the second prefabricated side plate in an inserting mode, the side wall modules on the two sides are fixedly connected through the embedded bolts, then the prefabricated foundation pit is reinforced through the connecting pieces and the reinforcing plates, the reinforcing steel bars penetrate through the first reinforcing rib holes and the second reinforcing rib holes on the first prefabricated side plate and the second prefabricated side plate, concrete is poured into the reinforcing steel bars to be reinforced, the prefabricated foundation pit is simple to operate, stable in structure, construction speed is accelerated, and engineering quality is guaranteed.
Description
Technical Field
The utility model relates to the technical field of reinforced concrete water gates, in particular to a prefabricated reinforced concrete water gate structure.
Background
In hydraulic engineering, a sluice is an important hydraulic building, and has the main functions of saving water flow, storing water, redirecting, controlling flow, discharging sand, taking water and the like, and the most fundamental function is controlling water level. Has wide application in water conservancy, traffic, agriculture and other industries. The basic structure of the sluice consists of a sluice chamber, an upstream connecting section and a downstream connecting section. The upstream connecting section mainly aims at smoothly leading water into the sluice chamber, and the downstream connecting section aims at leading water out of the sluice safely. The main functions of the sluice chamber are water flow control, water blocking and water flow control, and water flow control is performed by changing the opening of the sluice. The lock chamber is the most important part of the sluice project, and the construction period and quality of the lock chamber are related to the safety of the whole sluice junction project. The main components of the lock chamber include: the gate comprises a bottom plate, gate piers (including middle piers and side piers), a door body, a breast wall (determined according to design working conditions), an opening and closing machine room, a traffic bridge and the like. The traditional construction measures of main components such as a bottom plate, a gate pier, a breast wall and the like are generally constructed by adopting reinforced concrete composite materials and a cast-in-place mode.
The traditional construction mode has small working surface, can not be unfolded simultaneously, needs to wait for enough concrete strength to disassemble the mould after pouring, has rough site processing conditions, can not carry out fine high-quality operation, and has the defects of steel bar deformation, template running, slurry leakage and honeycomb pitting surface which frequently occur, and has to be reworked to cause construction period delay and material waste.
Disclosure of utility model
The utility model aims to provide a precast reinforced concrete sluice structure for solving the problems in the background technology.
In order to achieve the above purpose, the present utility model provides the following technical solutions:
The utility model provides a prefabricated reinforced concrete sluice structure, includes prefabricated bottom plate, prefabricated bottom plate both sides all are provided with the lateral wall module, the lateral wall module is including first prefabricated curb plate and the prefabricated curb plate of second, first prefabricated curb plate and the prefabricated curb plate grafting of second are connected, fixedly connected with sluice frame between two lateral wall modules, slidable mounting has the gate on the sluice frame.
Preferably, the two sides of the first prefabricated side plate and the second prefabricated side plate are provided with connecting pieces and reinforcing plates for reinforcing, and the gate is positioned on the inner sides of the first prefabricated side plate and the second prefabricated side plate.
Preferably, a first seepage-proofing groove is formed in one end of the first prefabricated side plate, a plugging groove is formed in one end of the first prefabricated side plate, and a first geomembrane is fixedly connected inside the first seepage-proofing groove.
Preferably, one end of the first prefabricated side plate is provided with a first reinforcing rib hole, the first reinforcing rib hole penetrates through the first prefabricated side plate, a first base is fixedly connected to the bottom of the first prefabricated side plate, a plurality of first mounting holes are formed in the first base, and the first base is connected to the top of the prefabricated bottom plate through expansion bolts.
Preferably, the second seepage-proofing groove is formed in one end, close to the first prefabricated side plate, of the second prefabricated side plate, the plug block is arranged in one end, close to the first prefabricated side plate, of the second prefabricated side plate, the plug block is matched with the plug groove, and a second geomembrane is fixedly connected inside the second seepage-proofing groove.
Preferably, one end of the second prefabricated side plate is provided with a second reinforcing rib hole, the second reinforcing rib hole is formed through the second prefabricated side plate, a second base is fixedly connected to the bottom of the second prefabricated side plate, a plurality of second mounting holes are formed in the second base, the second base is connected to the top of the prefabricated bottom plate through expansion bolts, the second reinforcing rib hole corresponds to the first reinforcing rib hole, the second reinforcing rib hole is connected with the inside of the first reinforcing rib hole through steel bars, and the second seepage prevention groove corresponds to the first seepage prevention groove.
Compared with the prior art, the utility model has the beneficial effects that:
The utility model can be used for construction by setting the prefabricated connection reinforcement, has simple operation and stable structure and small amount of cast-in-place concrete, thereby accelerating the construction speed and ensuring the engineering quality.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
FIG. 2 is a schematic diagram of the overall explosive structure of the present utility model;
fig. 3 is a schematic view of the structure of a first prefabricated side panel and a second prefabricated side panel according to the present utility model.
In the figure: 1. prefabricating a bottom plate; 2. a first prefabricated side panel; 201. a plug-in groove; 202. a first stiffener hole; 203. a first impervious groove; 204. a first geomembrane; 205. a first base; 206. a first mounting hole; 3. a second prefabricated side panel; 301. a plug block; 302. a second stiffener hole; 303. connecting steel bars; 304. a second impervious groove; 305. a second geomembrane; 306. a second base; 307. a second mounting hole; 4. a connecting piece; 5. a reinforcing plate; 6. a water gate frame; 7. and (3) a gate.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments, but not all embodiments of the present utility model. All other embodiments, which are obtained by a worker of ordinary skill in the art without creative efforts, are within the protection scope of the present utility model based on the embodiments of the present utility model.
Example 1:
Referring to fig. 1 to 3, the present utility model provides a technical solution:
The utility model provides a prefabricated reinforced concrete sluice structure, includes prefabricated bottom plate 1, and prefabricated bottom plate 1 both sides all are provided with the lateral wall module, and the lateral wall module is including first prefabricated curb plate 2 and the prefabricated curb plate 3 of second, and first prefabricated curb plate 2 and the prefabricated curb plate 3 of second are pegged graft and are connected, fixedly connected with sluice frame 6 between two lateral wall modules, and slidable mounting has gate 7 on the sluice frame 6;
The two sides of the first prefabricated side plate 2 and the second prefabricated side plate 3 are provided with connecting pieces 4 and reinforcing plates 5 for reinforcing, and the gate 7 is positioned on the inner sides of the first prefabricated side plate 2 and the second prefabricated side plate 3;
a first seepage-proofing groove 203 is formed in one end of the first prefabricated side plate 2, an inserting groove 201 is formed in one end of the first prefabricated side plate 2, and a first geomembrane 204 is fixedly connected inside the first seepage-proofing groove 203;
One end of the first prefabricated side plate 2 is provided with a first reinforcing rib hole 202, the first reinforcing rib hole 202 is formed penetrating through the first prefabricated side plate 2, the bottom of the first prefabricated side plate 2 is fixedly connected with a first base 205, a plurality of first mounting holes 206 are formed in the first base 205, the first base 205 is connected to the top of the prefabricated bottom plate 1 through expansion bolts, when the prefabricated bottom plate 1 is in use, the prefabricated bottom plate 1 is connected with a prefabricated foundation pit through concrete, then the inserting grooves 201 on the first prefabricated side plate 2 are in inserting connection with the inserting blocks 301 on the second prefabricated side plate 3, the side wall modules on two sides are fixedly connected through embedded bolts, and then the prefabricated bottom plate is reinforced through the connecting pieces 4 and the reinforcing plates 5;
A second seepage-proofing groove 304 is formed in one end, close to the first prefabricated side plate 2, of the second prefabricated side plate 3, an inserting block 301 is arranged in one end, close to the first prefabricated side plate 2, of the second prefabricated side plate 3, the inserting block 301 is matched with the inserting groove 201, and a second geomembrane 305 is fixedly connected inside the second seepage-proofing groove 304;
One end of the second prefabricated side plate 3 is provided with a second reinforcing rib hole 302, the second reinforcing rib hole 302 is formed through the second prefabricated side plate 3, a second base 306 is fixedly connected to the bottom of the second prefabricated side plate 3, a plurality of second mounting holes 307 are formed in the second base 306, the second base 306 is connected to the top of the prefabricated bottom plate 1 through expansion bolts, the second reinforcing rib hole 302 corresponds to the first reinforcing rib hole 202, the second reinforcing rib hole 302 is connected with the inside of the first reinforcing rib hole 202 through reinforcing steel bars, the second impermeable groove 304 corresponds to the first impermeable groove 203, the reinforcing steel bars penetrate through the first reinforcing rib hole 202 and the second reinforcing rib hole 302 in the first prefabricated side plate 2 and the second prefabricated side plate 3, concrete is poured into the first reinforcing rib hole 202 and the second reinforcing rib hole 302 for reinforcement, and after the operation is finished, the water gate frame 6 and the gate 7 are mounted.
The application method and the advantages of the utility model are as follows: when the precast reinforced concrete sluice structure is used, the working process is as follows:
As shown in fig. 1, fig. 2 and fig. 3, when in use, the prefabricated bottom plate 1 is connected with the prefabricated foundation pit through concrete, then the inserting grooves 201 on the first prefabricated side plate 2 are connected with the inserting blocks 301 on the second prefabricated side plate 3 in an inserting manner, the side wall modules on two sides are fixedly connected through the embedded bolts, then the connecting pieces 4 and the reinforcing plates 5 are used for reinforcing, the reinforcing steel bars penetrate through the first reinforcing rib holes 202 and the second reinforcing rib holes 302 on the first prefabricated side plate 2 and the second prefabricated side plate 3, concrete is filled into the first reinforcing rib holes 202 and the second reinforcing rib holes 302 for reinforcing, after the operation is finished, the water gate frame 6 and the gate 7 are installed after the concrete is dried, the operation is simple, the structure is stable, a small amount of on-site concrete construction is added, the construction speed is accelerated, and the engineering quality is guaranteed.
The above description is only a preferred embodiment of the present utility model, and the protection scope of the present utility model is not limited to the above examples, and all technical solutions belonging to the concept of the present utility model belong to the protection scope of the present utility model. It should be noted that modifications and adaptations to those skilled in the art without departing from the principles of the present utility model are intended to be considered as protecting the scope of the present template.
In the description of the present utility model, it should be understood that the terms "upper," "lower," "left," "right," and the like indicate an orientation or a positional relationship based on that shown in the drawings, merely for convenience of description and simplification of the description, and do not indicate or imply that the apparatus or element in question must have a specific orientation, as well as a specific orientation configuration and operation, and therefore, should not be construed as limiting the present utility model. Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include one or more such feature. In the description of the present utility model, unless otherwise indicated, the meaning of "a plurality" is two or more.
In the description of the present utility model, it should be noted that, unless explicitly specified and limited otherwise, the terms "mounted," "connected," and the like are to be construed broadly and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model will be understood in specific cases by those of ordinary skill in the art.
The foregoing describes one embodiment of the present utility model in detail, but the description is only a preferred embodiment of the present utility model and should not be construed as limiting the scope of the utility model. All equivalent changes and modifications within the scope of the present utility model are intended to be covered by the present utility model.
Claims (6)
1. The utility model provides a prefabricated reinforced concrete sluice structure, its characterized in that, including prefabricated bottom plate (1), prefabricated bottom plate (1) both sides all are provided with the lateral wall module, the lateral wall module is including first prefabricated curb plate (2) and the prefabricated curb plate of second (3), first prefabricated curb plate (2) and the prefabricated curb plate of second (3) are pegged graft and are connected, fixedly connected with sluice frame (6) between two lateral wall modules, slidable mounting has gate (7) on sluice frame (6).
2. A precast reinforced concrete sluice structure according to claim 1, in which: the prefabricated curb plate (2) of first prefabrication and prefabricated curb plate (3) both sides set up connecting piece (4) and gusset plate (5) and consolidate, gate (7) are located the inboard of prefabricated curb plate (2) of first prefabrication and prefabricated curb plate (3) of second.
3. A precast reinforced concrete sluice structure according to claim 1, in which: first seepage prevention groove (203) has been seted up to first prefabricated curb plate (2) one end, first prefabricated curb plate (2) one end is provided with jack groove (201), first seepage prevention groove (203) inside fixedly connected with first geomembrane (204).
4. A precast reinforced concrete sluice structure according to claim 3, in which: first prefabricated curb plate (2) one end is provided with first strengthening rib hole (202), first strengthening rib hole (202) are for running through first prefabricated curb plate (2) setting, first base (205) of first prefabricated curb plate (2) bottom fixedly connected with, a plurality of first mounting holes (206) have been seted up on first base (205), first base (205) are through expansion bolts connection at prefabricated bottom plate (1) top.
5. A precast reinforced concrete sluice structure according to claim 1, in which: second seepage-proofing groove (304) has been seted up to second prefabricated curb plate (3) one end that is close to first prefabricated curb plate (2), second prefabricated curb plate (3) are provided with grafting piece (301) near first prefabricated curb plate (2) one end, grafting piece (301) and grafting groove (201) assorted, second seepage-proofing groove (304) inside fixedly connected with second geomembrane (305).
6. A precast reinforced concrete sluice structure according to claim 5, characterised in that: the prefabricated curb plate (3) of second one end is provided with second strengthening rib hole (302), second strengthening rib hole (302) are for running through prefabricated curb plate (3) setting of second, prefabricated curb plate (3) bottom fixedly connected with second base (306) of second, a plurality of second mounting holes (307) have been seted up on second base (306), second base (306) are through expansion bolts connection at prefabricated bottom plate (1) top, second strengthening rib hole (302) are corresponding with first strengthening rib hole (202), second strengthening rib hole (302) are connected through the reinforcing bar with first strengthening rib hole (202) inside, second impervious groove (304) and first impervious groove (203) are corresponding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322785429.3U CN221072519U (en) | 2023-10-16 | 2023-10-16 | Precast reinforced concrete sluice structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322785429.3U CN221072519U (en) | 2023-10-16 | 2023-10-16 | Precast reinforced concrete sluice structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221072519U true CN221072519U (en) | 2024-06-04 |
Family
ID=91257875
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322785429.3U Active CN221072519U (en) | 2023-10-16 | 2023-10-16 | Precast reinforced concrete sluice structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221072519U (en) |
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2023
- 2023-10-16 CN CN202322785429.3U patent/CN221072519U/en active Active
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