CN216810941U - Concrete construction is with impervious template splicing mechanism of seam - Google Patents
Concrete construction is with impervious template splicing mechanism of seam Download PDFInfo
- Publication number
- CN216810941U CN216810941U CN202122768307.4U CN202122768307U CN216810941U CN 216810941 U CN216810941 U CN 216810941U CN 202122768307 U CN202122768307 U CN 202122768307U CN 216810941 U CN216810941 U CN 216810941U
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- Prior art keywords
- steel sheet
- impervious
- concrete construction
- splicing mechanism
- drainage
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- 230000007246 mechanism Effects 0.000 title claims abstract description 42
- 238000010276 construction Methods 0.000 title claims abstract description 33
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 54
- 239000010959 steel Substances 0.000 claims abstract description 54
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 30
- 238000001764 infiltration Methods 0.000 claims abstract description 20
- 230000008595 infiltration Effects 0.000 claims abstract description 20
- 230000006835 compression Effects 0.000 claims description 17
- 238000007906 compression Methods 0.000 claims description 17
- 238000007789 sealing Methods 0.000 claims description 14
- 230000008878 coupling Effects 0.000 claims description 6
- 238000010168 coupling process Methods 0.000 claims description 6
- 238000005859 coupling reaction Methods 0.000 claims description 6
- 230000000694 effects Effects 0.000 abstract description 5
- 238000001125 extrusion Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 6
- 230000009471 action Effects 0.000 description 4
- 230000003487 anti-permeability effect Effects 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 238000000429 assembly Methods 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000032770 biofilm formation Effects 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
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Abstract
The utility model belongs to the technical field of concrete construction, and particularly relates to a joint mechanism of a seam impervious template for concrete construction, which comprises a steel plate, wherein the top of the steel plate is provided with a water seepage drainage mechanism; include the baffle through infiltration drainage mechanism, thereby under the effect of baffle, make infiltration accessible baffle block, because of all seted up the leading flume on the baffle, thereby infiltration accessible leading flume drops to the drain bar, the drain bar is located the leading flume under, and then avoided the infiltration to disperse in the concrete, the influence of infiltration has been reduced, the drain bar has been seted up to equidistant on the drain bar simultaneously, thereby under the effect of drain bar, be convenient for carry out quick discharge with the infiltration, through sealed pad and sealed piece, make two steel sheets when connecting, through the sealed leakproofness of pad of extrusion and sealed piece after further guaranteeing the concatenation.
Description
Technical Field
The utility model belongs to the technical field of concrete construction, and particularly relates to a joint impervious template splicing mechanism for concrete construction.
Background
In the basement construction process, the basement bottom plate, roof need be left to establish the construction joint because reasons such as construction order, design requirement in concrete placement process.
The construction joint position often is relatively weak, the operating space is little, very easily produces the phenomenon that causes the water seepage because of construction quality problem, current construction process mainly adopts wooden template to carry out the biofilm formation construction, because the operation room is little, produces easily "eat the mould, rise and explode the mould", and then produces the seepage phenomenon, and need splice between a plurality of templates, at the in-process of concatenation, produces the gap easily to the phenomenon that leads to the water seepage further takes place, construction quality can't obtain effectual assurance.
In order to solve the problem, the application provides a concrete construction is with impervious template splicing mechanism of seam.
SUMMERY OF THE UTILITY MODEL
To solve the problems raised in the background art described above. The utility model provides a concrete construction seam anti-seepage template splicing mechanism, which can be used for intensively draining seepage water when rainwater flows in a construction seam through a seepage water drainage mechanism, so that the influence of the seepage water on the construction quality is reduced, and the splicing mechanism can be used for ensuring that the sealing property between two adjacent steel plates is improved and the risk of the seepage water is further reduced when the two steel plates are connected.
In order to achieve the purpose, the utility model provides the following technical scheme: a joint impervious template splicing mechanism for concrete construction comprises steel plates, wherein a water seepage drainage mechanism is arranged at the tops of the steel plates;
infiltration drainage mechanism includes the baffle, fills up sealed pad and drain bar, the baffle is fixed to be cup jointed at the steel sheet top, sealed pad installation is in sealed pad one end, two drain bar fixed connection is in steel sheet central authorities both sides.
The splicing mechanism comprises mounting plates, clamping columns and connecting assemblies, the mounting plates are symmetrically and fixedly connected to one side of the steel plate, the clamping columns are symmetrically and fixedly connected to the other side of the steel plate, mounting holes are formed in the mounting plates, and the clamping columns can be clamped on the mounting plates through the mounting holes.
The connection assembly preferably comprises a threaded rod, a support sleeve, a compression spring, a rotating seat and a threaded sleeve, one end of the threaded rod is fixedly connected to the middle end of one side of a steel plate, one end of the support sleeve is fixedly connected to the middle end of the other side of the steel plate, one end of the compression spring is fixedly connected to the bottom of the inner side of the support sleeve, the rotating seat is fixedly connected with the other end of the compression spring, the rotating seat is connected into the support sleeve in a sliding mode, one end of the threaded sleeve is connected onto the rotating seat in a rotating mode, the other end of the threaded sleeve can be connected with the other end of the threaded rod in a threaded mode, and the threaded sleeve is connected into the support sleeve in a sliding mode.
Preferably, the baffle plate is symmetrically provided with water diversion grooves, and the bottom openings of the water diversion grooves are positioned right above the drainage plate.
Preferably, the joint mechanism of the seam anti-permeability template for concrete construction is characterized in that the drainage plate is provided with drainage grooves at equal intervals, one side of the drainage plate is provided with a sealing block, and the sealing block is provided with an excavating groove matched with the drainage grooves.
Preferably, the joint mechanism for the seam anti-permeability template for concrete construction is characterized in that one end of a connecting rod is fixedly connected to two sides of a rotating seat, the other end of the connecting rod is fixedly connected with an arc-shaped sliding plate, and the rotating seat is slidably connected to the inner wall of a supporting sleeve through the arc-shaped sliding plate.
As the preferable joint mechanism of the seam anti-permeability template for concrete construction, the steel plate surface is uniformly provided with the openings, and the side edges of the openings are all provided with arc-shaped structures.
Compared with the prior art, the utility model has the beneficial effects that:
1. the water seepage drainage mechanism comprises the baffle plate, so that seepage water can be blocked by the baffle plate under the action of the baffle plate, and the water guide grooves are formed in the baffle plate, so that the seepage water can fall onto the drainage plate through the water guide grooves, the drainage plate is positioned right below the water guide grooves, the dispersion of the seepage water in concrete is avoided, the influence of the seepage water is reduced, and meanwhile, the drainage grooves are formed in the drainage plate at equal intervals, so that the seepage water can be quickly drained under the action of the drainage grooves;
2. through compression spring one end fixed connection in supporting the inside bottom of cover pipe, rotate seat and compression spring other end fixed connection, and rotate seat sliding connection and support intraductal in the cover, thread bush one end is rotated and is connected on rotating the seat, and then when the thread bush cup joints on the threaded rod, under compression spring's effect, can drag the steel sheet of screw-thread pole one end, thereby guarantee the connection leakproofness between two adjacent steel sheets, through sealed pad and sealed piece, make two steel sheets when connecting, through the sealed leakproofness of guaranteeing after the concatenation with sealed piece of extrusion seal pad.
Drawings
The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate embodiments of the utility model and together with the description serve to explain the principles of the utility model and not to limit the utility model. In the drawings:
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of a threaded rod of the present invention;
FIG. 3 is a schematic view showing the structure of a drain tank according to the present invention;
fig. 4 is a schematic structural view of a compression spring according to the present invention.
In the figure:
1. a steel plate; 11. opening a hole; 3. a water seepage drainage mechanism; 31. a baffle plate; 311. a water diversion groove; 32. a gasket; 33. a drain plate; 331. a water discharge tank; 332. a sealing block; 5. a splicing mechanism; 51. mounting a plate; 511. mounting holes; 52. a clamping column; 53. a connection assembly; 531. a threaded rod; 532. a support sleeve; 533. a compression spring; 534. a rotating seat; 5341. a connecting rod; 5342. an arc-shaped sliding plate; 535. and (4) a threaded sleeve.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
As shown in fig. 1;
the utility model provides a concrete construction is with impervious template splicing mechanism of seam 5, includes steel sheet 1, and the top of steel sheet 1 is provided with infiltration drainage mechanism 3.
In this embodiment: through steel sheet 1 for the structure of infiltration drainage mechanism 3 is more stable on steel sheet 1.
It should be noted that: the steel sheet 1 surface has seted up trompil 11 uniformly, and the side of trompil 11 all sets up to circular-arc structure.
In this embodiment: through having seted up trompil 11 on steel sheet 1 surface uniformly for steel sheet 1 is when between the construction joint, makes the structure more stable, and all sets up to circular-arc structure through the side with trompil 11, has reduced the friction with the concrete surface.
As shown in fig. 1-4;
based on current impervious template splicing mechanism 5, through infiltration drainage mechanism 3 for when the rainwater flowed in the construction joint, can concentrate the drainage to the infiltration, thereby reduce the infiltration to construction quality's influence, through splicing mechanism 5, when can guaranteeing that two steel sheet 1 connect, improve the leakproofness between two adjacent steel sheet 1, further reduce the risk of infiltration.
Further, the following steps:
with the above, the water seepage drainage mechanism 3 comprises the baffle 31, the sealing gasket 32 and the drainage plates 33, the water seepage drainage mechanism 3 comprises the baffle 31, the sealing gasket 32 is installed at one end of the sealing gasket 32, and the two drainage plates 33 are fixedly connected to two sides of the center of the steel plate 1.
In this embodiment: including baffle 31 through infiltration drainage mechanism 3, thereby under the effect of baffle 31, make infiltration accessible baffle 31 block, because of all seted up water diversion groove 311 on baffle 31, thereby infiltration accessible water diversion groove 311 drops to drain bar 33 on, drain bar 33 is located water diversion groove 311 under, and then avoided the infiltration to disperse in the concrete, the influence of infiltration has been reduced, water drainage groove 331 has been seted up to equidistant on drain bar 33 simultaneously, thereby under the effect of drain bar 331, be convenient for carry out quick discharge with the infiltration.
Further, the method comprises the following steps:
in an alternative embodiment: 1 both sides of steel sheet are provided with splicing mechanism 5, and splicing mechanism 5 includes mounting panel 51, joint post 52 and coupling assembling 53, and the symmetrical fixed connection of mounting panel 51 is in 1 one side of steel sheet, and the symmetrical fixed connection of joint post 52 is at 1 opposite side of steel sheet, and has all seted up mounting hole 511 on the mounting panel 51, and joint post 52 accessible mounting hole 511 joint is on mounting panel 51.
In this embodiment: because of at mounting panel 51 symmetry fixed connection in 1 one side of steel sheet, the symmetrical fixed connection of joint post 52 is at 1 opposite side of steel sheet, and offer on mounting panel 51 with joint post 52 assorted mounting hole 511 to with joint post 52 joint on mounting hole 511, and then make and to accomplish the concatenation fast between two adjacent steel sheets 1, and can guarantee the leakproofness of two steel sheets 1 after the concatenation through coupling assembling 53.
Further, the method comprises the following steps:
in an alternative embodiment: coupling assembling 53 includes threaded rod 531, support sleeve 532, compression spring 533, rotate seat 534 and thread bush 535, threaded rod 531 one end fixed connection is at steel sheet 1 one side middle-end, support sleeve 532 one end fixed connection is at steel sheet 1 opposite side middle-end, compression spring 533 one end fixed connection is in the inboard bottom of support sleeve 532, rotate seat 534 and compression spring 533 other end fixed connection, and rotate seat 534 sliding connection in support sleeve 532, thread bush 535 one end is rotated and is connected on rotating seat 534, the thread bush 535 other end can with threaded rod 531 other end threaded connection, and thread bush 535 sliding connection is in support sleeve 532.
In this embodiment: because one end of the threaded rod 531 is fixedly connected with the middle end of one side of the steel plate 1, and the threaded sleeve 535 is positioned at the other side of the steel plate 1, and further, when the other end of the threaded bushing 535 is threadedly coupled with the other end of the threaded rod 531, the coupling stability of the adjacent two steel plates 1 is further ensured, since the threaded bushing 535 is slidably coupled in the support sleeve 532, one end of the supporting sleeve 532 is fixedly connected with the middle end of the other side of the steel plate 1, one end of the compression spring 533 is fixedly connected with the bottom of the inner side of the supporting sleeve 532, the rotating seat 534 is fixedly connected with the other end of the compression spring 533, and the rotating base 534 is slidably connected in the supporting sleeve 532, one end of the threaded sleeve 535 is rotatably connected on the rotating base 534, and when the threaded sleeve 535 is sleeved on the threaded rod 531, under the action of the compression spring 533, the steel plate 1 at one end of the threaded rod 531 can be pulled, so that the connection tightness between two adjacent steel plates 1 is ensured.
It should be noted that: one end of a connecting rod 5341 is fixedly connected to two sides of the rotating base 534, the other end of the connecting rod 5341 is fixedly connected with an arc-shaped sliding plate 5342, and the rotating base 534 is slidably connected to the inner wall of the supporting sleeve 532 through the arc-shaped sliding plate 5342.
In this embodiment: when the rotating base 534 slides on the inner wall of the supporting sleeve 532, one end of the connecting rod 5341 is fixedly connected to two sides of the rotating base 534, and the other end of the connecting rod 5341 is fixedly connected with the arc-shaped sliding plate 5342, so that the rotating base 534 can slide more stably under the action of the arc-shaped sliding plate 5342.
It should be noted that: the length of the seal 32 and the seal block 332 is greater than the length between the threaded shaft 531 and the support sleeve 532.
In this embodiment: by means of the sealing gasket 32 and the sealing block 332, when the two steel plates 1 are connected, the sealing gasket 32 and the sealing block 332 are pressed to ensure the sealing after splicing.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that changes may be made in the embodiments and/or equivalents thereof without departing from the spirit and scope of the utility model. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (7)
1. The utility model provides a concrete construction is with impervious template splicing mechanism of seam which characterized in that: the water seepage drainage device comprises a steel plate (1), wherein a water seepage drainage mechanism (3) is arranged at the top of the steel plate (1);
infiltration drainage mechanism (3) are including baffle (31), sealed pad (32) and drain bar (33), baffle (31) fixed cover is connected at steel sheet (1) top, sealed pad (32) are installed in sealed pad (32) one end, two drain bar (33) fixed connection is in steel sheet (1) central authorities both sides.
2. The impervious template splicing mechanism of concrete construction of claim 1, wherein: steel sheet (1) both sides are provided with splicing mechanism (5), splicing mechanism (5) include mounting panel (51), joint post (52) and coupling assembling (53), mounting panel (51) symmetry fixed connection is in steel sheet (1) one side, joint post (52) symmetry fixed connection is at steel sheet (1) opposite side, just mounting hole (511) have all been seted up on mounting panel (51), joint post (52) accessible mounting hole (511) joint is on mounting panel (51).
3. The impervious template splicing mechanism of concrete construction of claim 2, wherein: coupling assembling (53) include threaded rod (531), support sleeve (532), compression spring (533), rotate seat (534) and thread bush (535), threaded rod (531) one end fixed connection is at steel sheet (1) one side middle-end, support sleeve (532) one end fixed connection is at steel sheet (1) opposite side middle-end, compression spring (533) one end fixed connection is in support sleeve (532) inboard bottom, rotate seat (534) and compression spring (533) other end fixed connection, just rotate seat (534) sliding connection in support sleeve (532), thread bush (535) one end is rotated and is connected on rotating seat (534), the thread bush (535) other end can with threaded rod (531) other end threaded connection, just thread bush (535) sliding connection is in support sleeve (532).
4. The impervious template splicing mechanism of concrete construction of claim 1, wherein: diversion channels (311) are symmetrically formed in the baffle (31), and openings in the bottoms of the diversion channels (311) are located right above the drainage plate (33).
5. The impervious template splicing mechanism of concrete construction of claim 1, wherein: the drainage plate (33) is provided with drainage grooves (331) at equal intervals, one side of the drainage plate (33) is provided with a sealing block (332), and the sealing block (332) is provided with grooves matched with the drainage grooves (331).
6. The impervious template splicing mechanism of concrete construction of claim 3, wherein: the two sides of the rotating seat (534) are fixedly connected with one end of a connecting rod (5431), the other end of the connecting rod (5431) is fixedly connected with an arc-shaped sliding plate (5432), and the rotating seat (534) is connected to the inner wall of the supporting sleeve (532) in a sliding mode through the arc-shaped sliding plate (5432).
7. The concrete construction is with impervious template splicing mechanism of seam of claim 1 which characterized in that: trompil (11) have been seted up uniformly on steel sheet (1) surface, just the side of trompil (11) all sets up to circular-arc structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122768307.4U CN216810941U (en) | 2021-11-12 | 2021-11-12 | Concrete construction is with impervious template splicing mechanism of seam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122768307.4U CN216810941U (en) | 2021-11-12 | 2021-11-12 | Concrete construction is with impervious template splicing mechanism of seam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216810941U true CN216810941U (en) | 2022-06-24 |
Family
ID=82049892
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122768307.4U Expired - Fee Related CN216810941U (en) | 2021-11-12 | 2021-11-12 | Concrete construction is with impervious template splicing mechanism of seam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216810941U (en) |
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2021
- 2021-11-12 CN CN202122768307.4U patent/CN216810941U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220624 |