CN215857882U - Basement outer wall waterproof structure integrating pile and wall - Google Patents
Basement outer wall waterproof structure integrating pile and wall Download PDFInfo
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- CN215857882U CN215857882U CN202122057973.7U CN202122057973U CN215857882U CN 215857882 U CN215857882 U CN 215857882U CN 202122057973 U CN202122057973 U CN 202122057973U CN 215857882 U CN215857882 U CN 215857882U
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Abstract
A basement outer wall waterproof structure integrating a pile wall and a wall relates to the field of underground waterproof structures. This basement outer wall waterproof construction of stake wall unification includes a plurality of fender piles that arrange in rows and connects the net-hanging sprayed concrete layer of each fender pile, and net-hanging sprayed concrete layer keeps away from fender pile one side and is equipped with inside lining lime sand brick protective wall and connects the filler mortar layer that net-hanging sprayed concrete layer and inside lining lime sand brick protective wall, and inside lining lime sand brick protective wall keeps away from filler mortar layer one side and is equipped with in proper order and paves anti-waterproof roll material layer and basement outer wall of gluing. The basement outer wall waterproof construction of stake wall unification that this embodiment provided can guarantee basement outer wall waterproofing membrane basic unit surfacing, has reduced the site operation degree of difficulty by a wide margin, can guarantee to spread better and paste quality and water-proof effects.
Description
Technical Field
The application relates to the field of underground waterproof structures, in particular to a basement outer wall waterproof structure integrating a pile wall and a wall.
Background
In recent years, with the continuous development of urban construction, urban land resources are more and more precious, and therefore people are continuously seeking building space underground. How to reasonably and effectively develop more underground spaces in a limited land utilization range, and the technology of 'piling and wall combining' adopted by a plurality of projects in recent years is an effective way for solving the problem. By adopting the pile-wall integration technology, a fertilizer groove between the outer wall of the basement and the supporting piles can be eliminated, the building area of the basement is effectively enlarged, and how to effectively ensure the waterproof effect of the underground structure is an important subject in the technical field.
The supporting pile enclosure wall plays a good temporary enclosure role in basement excavation, but because the outer surface of the supporting pile has certain concave-convex fluctuation, particularly the soil part between the supporting piles cannot be sprayed with concrete through the hanging net to enable the surface of the supporting pile to be smooth, the paving difficulty of the waterproof coiled material outside the basement outer wall is large, the quality is difficult to guarantee, the waterproof effect has great hidden danger, and the waterproof performance of the underground building structure is seriously influenced.
SUMMERY OF THE UTILITY MODEL
An object of this application provides a basement outer wall waterproof construction of stake wall unification, and it can guarantee that basement outer wall spreads anti-waterproofing membrane basic unit surfacing in advance, has reduced the site operation degree of difficulty by a wide margin, can guarantee better to spread and paste quality and water-proof effects.
The embodiment of the application is realized as follows:
the embodiment of the application provides a basement outer wall waterproof construction of stake wall unification, its string net sprayed concrete layer that includes a plurality of fender piles that the in bank was arranged and connects each fender pile, it is equipped with inside lining lime sand brick protective wall and connects the filler mortar layer that hangs net sprayed concrete layer and inside lining lime sand brick protective wall to hang net sprayed concrete layer one side of keeping away from on the concrete layer, inside lining lime sand brick protective wall keeps away from filler mortar layer one side and is equipped with in proper order and paves anti-waterproof roll material layer of gluing and basement outer wall.
In some optional embodiments, a plurality of tie bars which penetrate through the hanging net and are sprayed with the concrete layer and filled with the mortar layer and then extend into the protective wall lined with the lime-sand brick are arranged in every other pile.
In some optional embodiments, reinforcing ribs are arranged in the protective wall lined with the lime-sand bricks and correspondingly connected with each tie rib.
In some alternative embodiments, the reinforcing bars are perpendicular to the corresponding connected tie bars.
In some alternative embodiments, at least one end of the reinforcing bar is bent in a direction close to the support pile.
In some alternative embodiments, the tie bars arranged in every other pile are arranged at intervals in the height direction.
In some optional embodiments, the mortar brick protective wall is internally provided with a plurality of lining wall ring beams arranged at intervals along the height direction of the mortar brick protective wall, and each tie bar is anchored to a corresponding lining wall ring beam.
The beneficial effect of this application is: the basement outer wall waterproof construction of stake wall unification that this embodiment provided includes a plurality of fender piles that the in bank was arranged and connects the net injection concrete layer that hangs of each fender pile, and net injection concrete layer is kept away from fender pile one side and is equipped with inside lining lime sand brick guard wall and connects the filler mortar layer that net injection concrete layer and inside lining lime sand brick guard wall, and inside lining lime sand brick guard wall keeps away from filler mortar layer one side and is equipped with in proper order and paves anti-waterproof roll material layer of gluing and basement outer wall. The basement outer wall waterproof construction of stake wall unification that this embodiment provided can guarantee that basement outer wall is spread in advance and is turned over to glue waterproofing membrane basic unit surfacing, has reduced the site operation degree of difficulty by a wide margin, can guarantee to spread better and paste quality and water-proof effects.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present application, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present application and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained from the drawings without inventive effort.
Fig. 1 is a partial structural sectional view of a waterproof structure of a basement exterior wall integrating a pile and a wall provided in an embodiment of the present application;
fig. 2 is a partial sectional view taken along line a-a in fig. 1.
In the figure: 100. supporting piles; 110. hanging a net and spraying a concrete layer; 120. the mortar brick is lined to protect the wall; 130. filling a mortar layer; 140. pre-laying a reverse-adhesion waterproof coil layer; 150. a basement exterior wall; 160. stretching the ribs; 170. reinforcing ribs; 180. and (5) lining the wall ring beam.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present application clearer, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are some embodiments of the present application, but not all embodiments. The components of the embodiments of the present application, generally described and illustrated in the figures herein, can be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the present application, presented in the accompanying drawings, is not intended to limit the scope of the claimed application, but is merely representative of selected embodiments of the application. 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 application.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.
In the description of the present application, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings or orientations or positional relationships that the products of the application usually place when in use, and are used only for convenience in describing the present application and simplifying the description, but do not indicate or imply that the devices or elements being referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present application. Furthermore, the terms "first," "second," "third," and the like are used solely to distinguish one from another and are not to be construed as indicating or implying relative importance.
Furthermore, the terms "horizontal", "vertical", "overhang" and the like do not imply that the components are required to be absolutely horizontal or overhang, but may be slightly inclined. For example, "horizontal" merely means that the direction is more horizontal than "vertical" and does not mean that the structure must be perfectly horizontal, but may be slightly inclined.
In the description of the present application, it is further noted that, unless expressly stated or limited otherwise, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present application can be understood in a specific case by those of ordinary skill in the art.
In this application, unless expressly stated or limited otherwise, the first feature "on" or "under" the second feature may comprise direct contact of the first and second features, or may comprise contact of the first and second features not directly but through another feature in between. Also, the first feature being "on," "above" and "over" the second feature includes the first feature being directly on and obliquely above the second feature, or merely indicating that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature includes the first feature being directly under and obliquely below the second feature, or simply meaning that the first feature is at a lesser elevation than the second feature.
The characteristics and performance of the waterproof structure for a basement exterior wall integrated with a pile wall according to the present application will be described in further detail with reference to the following embodiments.
As shown in fig. 1 and fig. 2, an embodiment of the present application provides a pile-wall integrated basement exterior wall waterproof structure, which includes supporting piles 100 arranged in rows and a net-hanging sprayed concrete layer 110 connecting the supporting piles 100, a mortar lining protective wall 120 and a mortar filling layer 130 filled between the net-hanging sprayed concrete layer 110 and the mortar lining protective wall 120 are disposed on the net-hanging sprayed concrete layer 110 away from the supporting piles 100, and a pre-paved anti-sticking waterproof roll material layer 140 and a basement exterior wall 150 are sequentially disposed on the mortar lining protective wall 120 away from the mortar filling layer 130; six tie bars 160 penetrating through the suspended net sprayed concrete layer 110 and the filled mortar layer 130 and extending into the protective wall 120 lined with the lime-sand bricks are arranged in every two guard piles 100, and the six tie bars 160 arranged in each guard pile 100 are arranged at intervals along the height direction. The reinforcing ribs 170 are arranged in the lining lime sand brick protective wall 120, the middle parts of the reinforcing ribs 170 are connected with the corresponding tie bars 160 in a one-to-one correspondence mode, the reinforcing ribs 170 extend in the horizontal direction and are perpendicular to the tie bars 160 correspondingly connected, two ends of each reinforcing rib 170 bend towards one side of the support pile 100, six lining wall ring beams 180 are arranged in the lining lime sand brick protective wall 120 at intervals of 3.9m along the height direction of the lining wall ring beams, the end parts of the tie bars 160 are anchored to the corresponding lining wall ring beams 180, and the reinforcing ribs 170 penetrate through the lining wall ring beams 180 to be arranged.
The pile-wall integrated basement exterior wall waterproof structure provided by the embodiment forms a supporting pile enclosure wall by the supporting piles 100 and the hanging net sprayed concrete layer 110 connecting each supporting pile 100, the side of the hanging net sprayed concrete layer 110 far away from the supporting pile 100 is provided with the lining gray sand brick protection wall 120, meanwhile, a filling mortar layer 130 is filled between the hanging net sprayed concrete layer 110 and the lining gray sand brick protection wall 120, and the surface of one side of the lining gray sand brick protection wall 120 far away from the filling mortar layer 130 is sequentially provided with the pre-paved reverse-sticking waterproof roll material layer 140 and the basement exterior wall 150, on one hand, the smooth surface lining gray sand brick protection wall 120 is utilized to flatly pave the pre-paved reverse-sticking waterproof roll material layer 140 on the lining gray sand brick protection wall 120, then the basement exterior wall 150 is obtained by construction in a single-side formwork supporting mode, at this time, the glue film layer of the pre-paved reverse-sticking waterproof roll material layer 140 can be crosslinked and meshed with the basement exterior wall 150 concrete, thereby forming a stronger waterproof layer; on the other hand, the filled mortar layer 130 arranged between the net hanging sprayed concrete layer 110 and the lining mortar brick protective wall 120 is utilized to effectively reduce the intensity and probability of the pre-paved anti-sticking waterproof roll material layer 140 approaching water, thereby more fully improving the waterproof effect of the waterproof structure.
In addition, six tie bars 160 penetrating through the hanging net sprayed concrete layer 110 and the filled mortar layer 130 and extending into the lined mortar brick protective wall 120 are arranged in every other pile 100, reinforcing ribs 170 correspondingly connected with each tie bar 160 are arranged in the lined mortar brick protective wall 120, the reinforcing ribs 170 extend in the horizontal direction and are perpendicular to the correspondingly connected tie bars 160, a lining wall ring beam 180 anchoring the tie bars 160 is arranged in the lined mortar brick protective wall 120, one end of each tie bar 160 connected with the reinforcing rib 170 is embedded in the lining wall ring beam 180, the connection stability between the pile 100 and the lined mortar brick protective wall 120 can be further improved by utilizing the tie bars 160, so that the stability of the pre-laid anti-sticking waterproof roll material layer 140 on the surface of the lined mortar brick protective wall 120 is further improved, the middle part of each reinforcing rib 170 is connected with the tie bar 160, and both ends are bent towards one side of the pile 100, the tie bar 160 can be stably connected to the lining mortar brick protective wall 120 by the reinforcing bar 170, thereby improving the connection stability between the lining mortar brick protective wall 120 and the support piles 100.
The embodiments described above are some, but not all embodiments of the present application. The detailed description of the embodiments of the present application is not intended to limit the scope of the claimed application, but is merely representative of selected embodiments of the application. 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 application.
Claims (7)
1. The utility model provides a basement outer wall waterproof construction of stake wall unification, its includes a plurality of fender piles that arrange in bank and connects each the hanging net of fender pile sprays concrete layer, a serial communication port, hang net and spray concrete layer and keep away from fender pile one side is equipped with inside lining lime sand brick guard wall and connects hang net spray concrete layer with the packing mortar layer of inside lining lime sand brick guard wall, inside lining lime sand brick guard wall is kept away from packing mortar layer one side is equipped with in proper order and paves anti-waterproof roll material layer and basement outer wall of gluing.
2. The waterproof structure of a basement exterior wall integrating piles and walls as claimed in claim 1, wherein a plurality of tie bars penetrating through the hanging net sprayed concrete layer and the mortar filling layer and then extending into the mortar lining protective wall are arranged in every other supporting pile.
3. The waterproof structure of a basement exterior wall integrating a pile and a wall as claimed in claim 2, wherein reinforcing ribs are provided in the protective wall lined with mortar bricks and correspondingly connected to each tie rib.
4. The pile-wall integrated basement exterior wall waterproofing structure according to claim 3, wherein the reinforcing ribs are perpendicular to the tie bars correspondingly connected.
5. The waterproof structure of a basement exterior wall with integrated piles and walls as claimed in claim 3, wherein at least one end of the reinforcing rib is bent toward the direction close to the support pile.
6. The waterproof structure for a basement exterior wall integrating a pile and a wall as claimed in claim 2, wherein the tie bars provided in every other one of the support piles are arranged at intervals in a height direction.
7. The waterproof structure of a basement exterior wall integrating a pile and a wall as claimed in claim 2, wherein a plurality of lining wall ring beams are arranged in the protection wall lined with mortar bricks at intervals along the height direction of the protection wall, and each tie bar is anchored to a corresponding lining wall ring beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122057973.7U CN215857882U (en) | 2021-08-30 | 2021-08-30 | Basement outer wall waterproof structure integrating pile and wall |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202122057973.7U CN215857882U (en) | 2021-08-30 | 2021-08-30 | Basement outer wall waterproof structure integrating pile and wall |
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| CN215857882U true CN215857882U (en) | 2022-02-18 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115807450A (en) * | 2022-12-09 | 2023-03-17 | 中建八局第三建设有限公司 | Pile-wall integrated drainage-prevention combined basement exterior wall waterproof construction method |
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2021
- 2021-08-30 CN CN202122057973.7U patent/CN215857882U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115807450A (en) * | 2022-12-09 | 2023-03-17 | 中建八局第三建设有限公司 | Pile-wall integrated drainage-prevention combined basement exterior wall waterproof construction method |
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