CN211898512U - Waterproof sleeve and tower crane foundation mounting structure - Google Patents
Waterproof sleeve and tower crane foundation mounting structure Download PDFInfo
- Publication number
- CN211898512U CN211898512U CN202020338053.5U CN202020338053U CN211898512U CN 211898512 U CN211898512 U CN 211898512U CN 202020338053 U CN202020338053 U CN 202020338053U CN 211898512 U CN211898512 U CN 211898512U
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- tower crane
- sleeve
- waterproof
- waterproof sleeve
- main body
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 49
- 244000025254 Cannabis sativa Species 0.000 claims description 11
- 235000012766 Cannabis sativa ssp. sativa var. sativa Nutrition 0.000 claims description 11
- 235000012765 Cannabis sativa ssp. sativa var. spontanea Nutrition 0.000 claims description 11
- 235000009120 camo Nutrition 0.000 claims description 11
- 235000005607 chanvre indien Nutrition 0.000 claims description 11
- 239000011487 hemp Substances 0.000 claims description 11
- 239000010426 asphalt Substances 0.000 claims description 6
- 238000005266 casting Methods 0.000 claims 2
- 239000002131 composite material Substances 0.000 claims 1
- 238000009434 installation Methods 0.000 abstract description 7
- 239000003673 groundwater Substances 0.000 abstract description 3
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 11
- 230000000694 effects Effects 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000005484 gravity Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
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Abstract
The utility model provides a waterproof sleeve and a tower crane foundation mounting structure, relating to the technical field of building construction equipment, wherein the waterproof sleeve comprises a sleeve main body, and a through hole for a tower crane rod piece to pass through is arranged in the sleeve main body; the sleeve is characterized in that a water stop sheet is arranged outside the sleeve main body, and a circle is arranged outside the sleeve main body along the water stop sheet. The utility model provides a waterproof sleeve has the waterstop piece, and when setting up this waterproof sleeve in pouring the board, the waterstop piece can effectually prevent that water from entering into the basement from the waterproof sleeve and pouring the gap between the board, reduces the problem of basement ponding. The utility model provides a when tower crane foundation mounting structure can the tower crane installation, avoid water to enter into the basement from pouring the gap between board and the waterproof sleeve pipe, prevent tower crane foundation and groundwater ponding, the tower crane member passes from the waterproof sleeve pipe, has avoided the tower crane installation back, and the tower crane produces the effort to pouring the board, makes to pour the board and takes place sunken problem.
Description
Technical Field
The utility model belongs to the technical field of the technique of building construction equipment and specifically relates to a waterproof sleeve pipe and tower crane foundation mounting structure are related to.
Background
The tower crane is the most common hoisting equipment in the house construction engineering construction, and the tower crane foundation is located in a basement. The traditional construction method of the tower crane foundation comprises the steps of reserving construction holes in a bottom plate and a top plate, then installing a tower crane, and after the tower crane is dismantled, performing secondary pouring on the reserved construction holes; however, construction holes are reserved in the bottom plate and the top plate, and water is easily accumulated in the tower crane foundation and the basement.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a waterproof sleeve pipe and tower crane foundation mounting structure to after solving the installation tower crane, the technical problem of tower crane foundation and the easy ponding of basement.
The utility model provides a waterproof sleeve, which comprises a sleeve main body, wherein a through hole for a tower crane rod piece to pass through is arranged in the sleeve main body;
the sleeve is characterized in that a water stop sheet is arranged outside the sleeve main body, and a circle is arranged outside the sleeve main body along the water stop sheet.
Further, the sleeve main body includes a plurality of combining portions, which are connected to form the sleeve main body.
Furthermore, each combined part is provided with a water stop part, and the water stop parts are connected to form the water stop sheet.
Further, the sleeve main body comprises two combined parts, and the two combined parts are welded to form the sleeve main body.
Furthermore, each combined part is provided with a water stopping part, and the two water stopping parts are connected end to form the water stopping sheet.
The utility model also provides a tower crane foundation mounting structure, be in including pouring the board and setting pour the inboard above-mentioned waterproof sleeve pipe.
Further, still include the tower crane member, the tower crane member is located in waterproof sheathed tube's the through-hole.
Furthermore, asphalt hemp threads are filled between the inner wall of the through hole of the waterproof sleeve and the tower crane rod piece positioned in the through hole.
Further, be provided with the waterproof layer on the waterproof sleeve pipe, the waterproof layer is filled in the waterproof sleeve pipe, the waterproof layer is located pitch hemp silk upper end, just the waterproof layer with waterproof sleeve pipe upper end parallel and level.
Further, be provided with the waterproof layer on the waterproof sleeve pipe, the waterproof layer is filled in the waterproof sleeve pipe, the waterproof layer is located pitch hemp silk upper end, just the waterproof layer is located from the tower crane member the upper surface of waterproof sleeve pipe department reduces gradually.
The utility model provides a waterproof sleeve has the waterstop piece, and when setting up this waterproof sleeve in pouring the board, the waterstop piece can effectually prevent that water from entering into the basement from the waterproof sleeve and pouring the gap between the board, reduces the problem of basement ponding.
The utility model provides a when tower crane foundation mounting structure can the tower crane installation, avoid water to enter into the basement from pouring the gap between board and the waterproof sleeve pipe, prevent tower crane foundation and groundwater ponding, the tower crane member passes from the waterproof sleeve pipe, has avoided the tower crane installation back, and the tower crane produces the effort to pouring the board, makes to pour the board and takes place sunken problem.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the embodiments or the technical solutions in the prior art will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic structural view of a waterproof casing according to an embodiment of the present invention;
fig. 2 is another schematic structural diagram of a waterproof casing according to an embodiment of the present invention;
fig. 3 is the embodiment of the utility model provides a tower crane foundation mounting structure's schematic structure diagram.
Icon: 100-a cannula body; 101-a combining section; 200-water stop sheets; 201-a water stop part; 300-pouring a plate; 400-asphalt hemp thread; 500-waterproof layer; 600-tower crane rod piece.
Detailed Description
The technical solution of the present invention will be described clearly and completely with reference to the following embodiments, and it should be understood that the described embodiments are some, but not all embodiments of the present invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
As shown in fig. 1 and fig. 2, the waterproof sleeve provided by the present invention comprises a sleeve main body 100, wherein a through hole for passing a tower crane rod 600 is provided in the sleeve main body 100;
a water stop sheet 200 is arranged outside the casing main body 100, and the water stop sheet 200 is arranged around the casing main body 100.
In some embodiments, the water stop sheet 200 is provided on the outer side of the sleeve body 100 of the waterproof sleeve, when the waterproof sleeve is disposed on the pouring plate 300, since the pouring plate 300 is generally made of concrete, a certain gap may exist between the outer wall of the waterproof sleeve and the pouring plate 300, and when water is present on the pouring plate 300, the water stop sheet 200 can play a role of water prevention, preventing water from flowing into the underground chamber along the sleeve body 100.
Based on the above embodiments, further, the sleeve main body 100 includes a plurality of combination portions 101, and the plurality of combination portions 101 are connected to form the sleeve main body 100.
The sleeve main body 100 can be formed by connecting a plurality of combination parts 101, the combination parts 101 can be the same combination part 101, or can be formed by connecting a plurality of different combination parts 101, the combination parts 101 are generally arc-shaped plates, the plurality of arc-shaped plates form the sleeve main body 100, and a through hole is formed in the sleeve main body 100. The cross section of the through hole can be circular or other shapes similar to the cross section of the tower crane rod piece 600.
Based on the above embodiment, each of the combination units 101 is provided with a water stop portion 201, and the water stop portions 201 are connected to form the water stop sheet 200.
The water stop part 201 is provided for each of the combination parts 101, and when the plurality of combination parts 101 are connected to form the casing main body 100, the water stop parts 201 of the respective combination parts 101 are connected to form the water stop piece 200.
Based on the above embodiment, further, the sleeve main body 100 includes two combination portions 101, and the two combination portions 101 are welded to form the sleeve main body 100.
The sleeve body 100 can be formed by welding two combined parts 101, generally the sleeve body 100 formed by welding two combined parts 101, each combined part 101 is the same, generally the combined part 101 is an arc plate with 180 degrees of arc, and two identical arc plates are welded to form the sleeve body 100.
Based on the above embodiments, each of the combination units 101 is provided with a water stop portion 201, and the two water stop portions 201 are connected end to form the water stop sheet 200.
Each combination part 101 is provided with a water stopping part 201, and when the combination parts 101 are welded to form the casing main body 100, the water stopping parts 201 are also welded end to form the annular water stopping sheet 200. The ring seal 200 is generally parallel to the ground when in use.
The utility model provides a waterproof casing has waterstop 200, and when setting up this waterproof casing in pouring board 300, waterstop 200 can effectually prevent that water from entering into the basement from the waterproof casing and pouring the gap between the board 300, reduces the problem of basement ponding.
As shown in FIG. 3, the utility model also provides a tower crane foundation mounting structure, be in including pouring board 300 and setting pour the board 300 in the above-mentioned waterproof sleeve pipe.
The tower crane foundation mounting structure comprises a pouring plate 300, the waterproof sleeve is mounted with the pouring plate 300 when the pouring plate 300 is poured, so that water on the pouring plate 300 cannot flow into a gap between the waterproof sleeve and the pouring plate 300, and the waterproofness of the pouring plate 300 is improved.
Based on above-mentioned embodiment basis, further, still include tower crane member 600, tower crane member 600 is located in waterproof sheathed tube's through-hole.
Tower crane member 600 is located and pours board 300 for connect the tower crane foundation and the tower crane is connected, because tower crane member 600 is located waterproof sheathed tube through-hole, the gravity of tower crane can be through tower crane member 600 direct action on the tower crane foundation, solved in the past tower crane member 600 directly with pour board 300 and be connected, tower crane member 600 is with the power of tower crane on pouring board 300, cause the problem of pouring board 300 and sinking.
When the tower crane foundation is constructed, the waterproof sleeve is embedded, and the tower crane rod piece 600 can be connected with the embedded part of the tower crane foundation through the waterproof sleeve.
The pouring plate 300 comprises a bottom plate and a top plate, and the embedding method of the waterproof sleeves of the top plate and the bottom plate is the same.
The waterproof sleeve pipe makes the tower crane foundation and the effect that bottom plate and roof are kept apart, when solving bottom plate and roof and once only pouring concrete, because of there is a large amount of loads in the tower crane foundation and takes place to subside, bottom plate and roof and atress warp, have solved roof and bottom plate simultaneously and have reserved the drawback of being under construction entrance to a cave and secondary pouring.
Compared with the prior art, the construction steps are simple, secondary pouring personnel, machinery, time and the like for reserving construction holes on the bottom plate and the top plate are saved, and the construction period is saved; the secondary pouring of the bottom plate and the top plate of the tower crane position after the tower crane is dismantled is avoided, and therefore the problem that water is prone to seepage during secondary pouring is solved.
Based on the above embodiment, further, asphalt hemp threads 400 are filled between the inner wall of the through hole of the waterproof sleeve and the tower crane rod piece 600 positioned in the through hole.
In order to avoid rainwater to get into from the gap between waterproof sheathed tube through-hole inner wall and the tower crane member 600, it has pitch hemp 400 to fill between waterproof sheathed tube through-hole inner wall and tower crane member 600 to solve the problem that the gap leaks between waterproof sheathed tube and tower crane member 600, this tower crane contact mounting structure can avoid rainwater entering basement like this, avoids basement and tower crane foundation ponding.
Based on above-mentioned embodiment basis, furtherly, be provided with waterproof layer 500 on the waterproof sleeve pipe, waterproof layer 500 is filled in the waterproof sleeve pipe, waterproof layer 500 is located pitch hemp 400 upper end, just waterproof layer 500 with waterproof sleeve pipe upper end parallel and level.
For better waterproofing, waterproof layer 500 is filled in the waterproof sleeve, waterproof layer 500 is formed by waterproof mortar, and the waterproof mortar is ground on the upper end of the waterproof sleeve, so that rainwater contacts waterproof layer 500 first in the rainy day, and waterproof layer 500 enables the upper end of the rainwater waterproof sleeve to flow out, thereby ensuring that rainwater cannot enter the basement from a gap between the waterproof sleeve and tower crane rod piece 600.
Based on above-mentioned embodiment basis, furtherly, be provided with waterproof layer 500 on the waterproof tube, waterproof layer 500 is filled in the waterproof tube, waterproof layer 500 is located pitch hemp 400 upper end, just waterproof layer 500 is located from tower crane rod piece 600 the upper surface of waterproof tube department reduces gradually.
In order to have a better waterproof effect, the waterproof layer 500 forms an upper surface with an inclined plane on the waterproof sleeve, rainwater falls on the waterproof layer 500, and the waterproof layer 500 can guide the rainwater outside the waterproof sleeve, so that rainwater retention is avoided, and leakage is caused.
The utility model provides a when tower crane foundation mounting structure can the tower crane installation, avoid water to enter into the basement from pouring the gap between board 300 and the waterproof sleeve pipe, prevent tower crane foundation and groundwater ponding, tower crane member 600 passes from the waterproof sleeve pipe, has avoided the tower crane installation back, and the tower crane produces the effort to pouring board 300, makes and pours board 300 and takes place sunken problem.
The waterproof sleeve can play the effect of keeping apart, has realized the tower crane and once only has pour at the concrete of bottom plate and fixed case position, has avoided secondary construction.
After the tower crane is dismantled, generally can adopt iron plate lug weld in waterproof sheathed tube upper end, avoided the tower crane to dismantle the secondary pouring of the bottom plate and the roof of tower crane position after to solved the easy problem that seeps water of secondary pouring.
Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit the same; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the present invention.
Claims (10)
1. A waterproof sleeve is characterized by comprising a sleeve main body, wherein a through hole for a tower crane rod piece to pass through is formed in the sleeve main body;
the sleeve is characterized in that a water stop sheet is arranged outside the sleeve main body, and a circle is arranged outside the sleeve main body along the water stop sheet.
2. The waterproof sleeve of claim 1 wherein said sleeve body includes a plurality of sections connected to form said sleeve body.
3. The waterproof sleeve according to claim 2, wherein a water stop portion is provided on each of said combined portions, and a plurality of said water stop portions are connected to form said water stop piece.
4. The waterproof sleeve of claim 2 wherein said sleeve body includes two composite portions welded to form said sleeve body.
5. The waterproof sleeve of claim 4 wherein each of said combination portions has a water stop portion, and said water stop portions are joined end to form said water stop sheet.
6. A tower crane foundation mounting structure, comprising a casting plate and the waterproof sleeve of any one of claims 1-5 arranged in the casting plate.
7. The tower crane foundation mounting structure of claim 6, further comprising a tower crane rod piece positioned in the through hole of the waterproof sleeve.
8. The tower crane foundation mounting structure of claim 7, wherein asphalt hemp is filled between the inner wall of the through hole of the waterproof sleeve and the tower crane rod piece positioned in the through hole.
9. The tower crane foundation mounting structure of claim 8, wherein a waterproof layer is arranged on the waterproof sleeve, the waterproof layer is filled in the waterproof sleeve, the waterproof layer is located at the upper end of the asphalt hemp thread, and the waterproof layer is flush with the upper end of the waterproof sleeve.
10. The tower crane foundation mounting structure of claim 8, wherein a waterproof layer is arranged on the waterproof sleeve, the waterproof layer is filled in the waterproof sleeve, the waterproof layer is located at the upper end of the asphalt hemp thread, and the waterproof layer is gradually lowered from the tower crane rod piece to the upper surface of the waterproof sleeve.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020338053.5U CN211898512U (en) | 2020-03-17 | 2020-03-17 | Waterproof sleeve and tower crane foundation mounting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020338053.5U CN211898512U (en) | 2020-03-17 | 2020-03-17 | Waterproof sleeve and tower crane foundation mounting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211898512U true CN211898512U (en) | 2020-11-10 |
Family
ID=73268112
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020338053.5U Active CN211898512U (en) | 2020-03-17 | 2020-03-17 | Waterproof sleeve and tower crane foundation mounting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211898512U (en) |
-
2020
- 2020-03-17 CN CN202020338053.5U patent/CN211898512U/en active Active
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