CN217896465U - Supporting pile hanging plate and basement exterior wall combined structure - Google Patents
Supporting pile hanging plate and basement exterior wall combined structure Download PDFInfo
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- CN217896465U CN217896465U CN202121124935.2U CN202121124935U CN217896465U CN 217896465 U CN217896465 U CN 217896465U CN 202121124935 U CN202121124935 U CN 202121124935U CN 217896465 U CN217896465 U CN 217896465U
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Abstract
The utility model discloses a fender pile link plate and basement outer wall integrated configuration, include: the hanging plate is used for being connected with the supporting pile; the basement outer wall is arranged on one side of the hanging plate, which is far away from the support pile; and the waterproof piece is arranged in the basement exterior wall and is positioned between the hanging plate and the basement exterior wall. The utility model discloses a regard the link plate as water proof coating to the template of basement outer wall is regarded as to the link plate, with basement outer wall and link plate zonulae occludens, cancelled basement outer wall template scaffold frame and template and set up, and then cancel the fertile groove of basement, full play keeps off native and the stagnant water function of fender pile link plate. In addition, a waterproof part is additionally arranged between the hanging plate and the basement outer wall to serve as a waterproof layer, so that the water seepage problem caused by the fact that the waterproof layer of the basement outer wall is damaged is solved, the waterproof capability of the basement structure is improved, a drainage blind ditch does not need to be further arranged in the basement outer wall, a lining wall is arranged in the basement outer wall for decoration, and the construction process is simplified.
Description
Technical Field
The utility model belongs to the technical field of the construction technology and specifically relates to a fender pile link plate and basement outer wall integrated configuration that relates to.
Background
Common deep basal pit supporting construction has secant pile + anchor rope structure, secant pile + interior bearing structure, bored concrete pile + jet grouting pile + anchor rope structure and bored concrete pile + jet grouting pile + interior bearing structure etc. all relatively independently with the basement outer wall after these supporting construction are accomplished, both are in the state of separation, so not only make basement usable floor area reduce greatly, and can form fertile groove between basement outer wall and the supporting pile, need to accomplish basement outer wall structure construction again and carry out basement outer wall flexible waterproof spare and protective layer construction when leading to constructing, still need to carry out fertile groove and backfill thereafter. Therefore, the existing foundation pit supporting structure has multiple working procedures and long construction period, is not beneficial to field level conversion, and is very easy to damage the waterproof part and the protective layer thereof in the backfilling process; in addition, when the basement structure is constructed, a scaffold needs to be erected on the outer side, and a formwork needs to be erected on the inner side and the outer side to carry out structural construction.
In order to solve the problems, the pile wall is combined into the same structure in the existing scheme, namely a support pile and a basement outer wall are combined into a whole. However, the existing pile-wall integration scheme is easy to cause the problem of water seepage, and a drainage blind ditch is further arranged in the underground outdoor wall and a lining wall is arranged in the underground outdoor wall for decoration, so that the process is complex.
Accordingly, there is a need for improvements and developments in the art.
SUMMERY OF THE UTILITY MODEL
In view of the above-mentioned prior art not enough, the utility model aims to provide a fender peg link plate and basement outer wall integrated configuration to solve the comparatively complicated problem of stake wall unification scheme technology.
The technical scheme of the utility model as follows:
the utility model provides a fender pile link plate and basement outer wall integrated configuration, it includes:
the hanging plate is used for being connected with the supporting pile;
the basement outer wall is arranged on one side, away from the supporting piles, of the hanging plate;
the waterproof piece is arranged in the basement outer wall and positioned between the hanging plate and the basement outer wall.
The utility model discloses a further setting, a fender peg link plate still includes with basement outer wall integrated configuration: a basement floor; the basement outer wall is arranged on the basement bottom plate.
The utility model discloses a further setting, a fender peg link plate still includes with basement outer wall integrated configuration:
the bottom plate cushion layer is arranged at the bottom of the basement bottom plate.
The utility model discloses a further setting, a fender peg link plate still includes with basement outer wall integrated configuration:
and the water stop plate is arranged at the joint between the basement outer wall and the basement bottom plate.
The utility model discloses a further setting, waterproof is anti-the coiled material that glues, anti-the coiled material that glues bonds the link plate with on the basement outer bottom plate.
The utility model discloses a further setting, the link plate is reinforced concrete slab.
The utility model discloses a further setting, the link plate with a fender pile passes through the steel bar connection and is in the same place.
The utility model discloses a further setting, the basement outer wall is reinforced concrete wall.
The utility model provides a fender pile hanging plate and basement outer wall integrated configuration, wherein, a fender pile hanging plate includes with basement outer wall integrated configuration: the hanging plate is used for being connected with the supporting pile; the basement outer wall is arranged on one side, away from the supporting piles, of the hanging plate; the waterproof piece is arranged in the basement exterior wall and is positioned between the hanging plate and the basement exterior wall. The utility model discloses a regard the link plate as water proof coating to the template of basement outer wall is regarded as to the link plate, with basement outer wall and link plate zonulae occludens, cancelled basement outer wall template scaffold frame and template and set up, and then cancel the fertile groove of basement, full play keeps off native and the stagnant water function of fender pile link plate. In addition, a waterproof piece is additionally arranged between the hanging plate and the basement outer wall to serve as a waterproof layer, so that the problem of water seepage caused by the fact that the waterproof layer of the basement outer wall is damaged is solved, the waterproof capability of the basement structure is improved, a drainage blind ditch does not need to be further arranged in the basement outer wall, and lining wall decoration is not needed to be arranged in the basement outer wall, and the construction process is simplified.
Drawings
In order to clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the structures shown in the drawings without creative efforts.
Fig. 1 is the overall structure schematic diagram of the combined structure of the middle support pile hanging plate and the basement exterior wall.
Fig. 2 is a schematic view of the vertical surface structure of the combined structure of the middle supporting pile hanging plate and the basement exterior wall.
Fig. 3 is a schematic plane structure diagram of the combined structure of the middle supporting pile hanging plate and the basement exterior wall.
Fig. 4 is a schematic flow chart of the construction method of the combined structure of the middle supporting pile hanging plate and the basement exterior wall.
The various symbols in the drawings: 1. hanging the plate; 2. a basement exterior wall; 3. a waterproof member; 4. a basement floor; 5. a bottom plate cushion layer; 6. a water stop plate; 7. supporting piles; 8. a template; 9. supporting a formwork frame body; 10. and (5) foundation construction.
Detailed Description
The utility model provides a fender pile link plate and basement outer wall integrated configuration, for making the utility model discloses a purpose, technical scheme and effect are clearer, clear and definite, and it is right that the following reference drawing and example are lifted the utility model discloses further detailed description. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
In the embodiments and claims, the articles "a", "an", "the" and "the" may include plural forms as well, unless the context specifically dictates otherwise. If there is a description in an embodiment of the present invention referring to "first", "second", etc., the description of "first", "second", etc. is for descriptive purposes only and is not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature.
It will be further understood that the terms "comprises" and/or "comprising," when used in this specification, specify the presence of stated features, integers, steps, operations, elements, and/or components, but do not preclude the presence or addition of one or more other features, integers, steps, operations, elements, components, and/or groups thereof. It will be understood that when an element is referred to as being "connected" or "coupled" to another element, it can be directly connected or coupled to the other element or intervening elements may also be present. Further, "connected" or "coupled" as used herein may include wirelessly connected or wirelessly coupled. As used herein, the term "and/or" includes all or any element and all combinations of one or more of the associated listed items.
It will be understood by those within the art that, unless otherwise defined, all terms (including technical and scientific terms) used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. It will be further understood that terms, such as those defined in commonly used dictionaries, should be interpreted as having a meaning that is consistent with their meaning in the context of the prior art and will not be interpreted in an idealized or overly formal sense unless expressly so defined herein.
In addition, the technical solutions in the embodiments may be combined with each other, but it must be based on the realization of those skilled in the art, and when the technical solutions are contradictory or cannot be realized, the combination of the technical solutions should not be considered to exist, and is not within the protection scope of the present invention.
The inventor researches and discovers that the existing supporting structure is relatively independent from the basement outer wall after construction is completed, and the supporting structure and the basement outer wall are in a separated state, so that the use area of the basement is greatly reduced, a fertilizer groove can be formed between the basement outer wall and a supporting pile, the construction of the basement outer wall structure needs to be completed during construction, then the construction of a flexible waterproof part and a protective layer of the basement outer wall needs to be performed, and the fertilizer groove needs to be backfilled afterwards. Therefore, the existing foundation pit supporting structure has multiple working procedures and long construction period, is not beneficial to field level conversion, and is very easy to damage the waterproof part and the protective layer thereof in the backfilling process; in addition, when the basement structure is constructed, a scaffold needs to be erected on the outer side, and a formwork needs to be erected on the inner side and the outer side to carry out structural construction.
The existing scheme has the problem that pile walls are combined into the same structure, namely a support pile and a basement outer wall are combined into a whole. However, the existing pile-wall integration scheme has the following problems: 1. the situation of water seepage is easy to occur; 2. the construction technology has high requirements, particularly, when foundation pit supporting design is carried out in the early stage, optimization design is carried out, the supporting secant pile design not only meets the existing foundation pit design specification and standard requirements and ensures the construction safety of the foundation pit, but also fully considers the waterproof performance and the durability, can be used as the permanent engineering of the basement exterior wall, and has high requirements on design matching and construction drawing design progress; 3. the process is relatively complex, and the process flow of the existing scheme is as follows: construction of support piles → construction of basement structure → chiseling support waist beam, clearing pile base plane → polymer cement mortar repair plane → stopping leakage of all leakage points and anchor cable holes with leakage stopping waterproof material → painting waterproof material on the wall pile and the embedded part once → construction of water stopping inverted ridge guide wall → construction of water drainage ditch and ditch inner waterproof → installation of drainage pipe and aqueduct → construction of lining wall masonry and installation of access hole shutter → decoration of lining wall surface layer, thus the process of combining the existing pile wall and the existing lining wall into the same structure is more complicated.
To the technical problem, the utility model provides a fender peg link plate and basement outer wall integrated configuration, through add between link plate and basement outer wall anti-roll material that glues as the waterproof layer, to spread in advance anti-roll material that glues technique and be applied to basement outer wall and carry out flexible waterproof, anti-roll material that glues closely combines with basement outer wall concrete structure, can avoid waterproof layer single point damaged, form whole upstream face and cross water, basement outer wall infiltration hidden danger is little, and then can prevent that basement outer wall waterproof layer from being destroyed the infiltration problem that leads to, the waterproof ability of basement structure has been improved, need not further set up the drainage french drain and establish the lining wall in the basement outer wall and decorate, the construction process has been simplified, technical requirement has been reduced. Further, the basement outer wall uses the link plate as the template, has cancelled basement outer wall template scaffold frame and template and has set up, and then has cancelled basement fertile groove or narrow and small space for construction process is simpler, and the flat conversion in field can be accomplished to the completion of basement roof construction, is favorable to the arrangement planning of the total plane of construction. In addition, the hanging plate can increase the building area of the basement and improve the land utilization rate due to the fact that the basement fertilizer groove or the narrow space is eliminated on the premise that the soil retaining and water stopping functions (waterproof layers) are fully exerted.
Referring to fig. 1 to 3, the present invention provides a preferred embodiment of a combination structure of a fender post hanging plate and an outer wall of a basement.
As shown in fig. 1 to fig. 3, the utility model provides a pair of a fender pile link plate and basement outer wall integrated configuration, this integrated configuration can be directly be in the same place with a fender pile links to each other, and this integrated configuration includes: link plate 1, basement outer wall 2 and waterproof component 3. The hanging plate 1 is used for being connected with supporting piles 7, the basement exterior wall 2 is arranged on one side, away from the supporting piles 7, of the hanging plate 1, the waterproof piece 3 is arranged in the basement exterior wall 2 and located between the hanging plate 1 and the basement exterior wall 2.
Specifically, the hanging plate 1 is a reinforced concrete plate and is formed by pouring concrete. The basement outer wall 2 is a reinforced concrete wall and is formed by pouring concrete. The support pile 7 is constructed by rotary digging or manual hole digging, and is poured by concrete, and is of a reinforced concrete structure. Generally speaking, a plurality of supporting piles 7 are arranged in the basement, the supporting piles 7 are connected with the hanging plates 1 at intervals, and the supporting piles 7 are used for retaining soil through the hanging plates 1, so that the workload of the supporting piles 7 can be reduced, the cost is saved, and the construction period can be shortened. The waterproof part 3 is arranged on the hanging plate 1, so that after the basement outer wall 2 is poured, the waterproof part 3 is embedded in the basement outer wall 2. Basement outer wall 2 is stood on ground 10 in the construction to hug closely link plate 1, basement outer wall 2 with link plate 1 has cancelled basement outer wall template scaffold and template and has set up, and then cancel basement fertile groove or narrow and small space for construction process is simpler, and the flat conversion in field can be accomplished to the completion of basement roof construction, is favorable to the arrangement planning of the total plane of construction. In addition, the hanging plate 1 can increase the building area of the basement and improve the land utilization rate on the premise of fully playing the functions of soil blocking and water stopping (waterproof layer) because a basement fertilizer tank or a narrow space is eliminated.
In some embodiments, the waterproof member 3 is a reverse adhesive roll bonded to the hanging plate 1. That is to say, add between link plate 1 and basement outer wall 2 and anti-roll material that glues as the waterproof layer, it carries out flexible waterproof to be applied to basement outer wall 2 to spread anti-technique of gluing in advance, anti-roll material that glues closely combines with basement outer wall 2 concrete structure, can avoid waterproof layer single point damaged, form whole upstream face and play water, basement outer wall 2 infiltration hidden danger is little, and then can prevent 2 waterproof layers of basement outer wall by the infiltration problem that destroys and lead to, the waterproof ability of basement structure has been improved, need not further set up the drainage french drain in basement outer wall 2 and establish the inside lining wall and decorate, the construction process is simplified, technical requirements have been reduced.
In some embodiments, the anti-adhesive roll has two sides with adhesive, so that one side of the anti-adhesive roll can be adhered to the hanging board 1, and the other side can be adhered to the basement exterior wall 2.
In some embodiments, the supporting pile hanging plate and basement exterior wall combined structure further comprises: the basement bottom plate 4, the basement outer wall sets up on the basement bottom plate 4.
Specifically, the basement outer wall 2 comprises a basement bottom plate 4, and the waterproof member 3 is synchronously installed on the basement bottom plate 4 in the process of pouring the basement bottom plate 4, so that the waterproof member 3 is embedded in the basement bottom plate 4 after the pouring of the basement outer wall 2 is completed. It should be noted that, when the basement bottom plate 4 is poured, a flanging is generally poured on the edge of the basement bottom plate 4 to achieve the purpose of waterproofing.
Referring to fig. 2, in some embodiments, the hanging plate 1 and the support piles 7 are connected together by steel bars.
Specifically, the hanging plate 1 and the support pile 7 are connected through a bar planting method, wherein the bar planting method is a simple and effective connection and anchoring method for a concrete structure, and the hanging plate 1 and the support pile 7 can be effectively connected and fixed.
Referring to fig. 1 and fig. 2, further, the structure of the combination of the supporting pile 7 hanging plate 1 and the basement exterior wall 2 further includes: and the bottom plate cushion layer 5 is arranged at the bottom of the basement bottom plate 4.
Specifically, in the construction process, after the basement bottom plate 4 is poured on the bottom plate cushion layer 5, the formwork 8 is installed on the basement bottom plate 4, and the hanging plate 1 serves as the other formwork to complete pouring of the basement outer wall 2. In one implementation, the floor underlayment 5 is cast with C20 concrete to a thickness of 100 mm.
It should be noted that, when the basement exterior wall 2 is poured, the formwork 8 can be supported by a formwork support body 9, so that the engineering quality can be ensured, and the safety performance is high. Wherein, the unilateral formwork support body of formwork support body 9 for regularization combination triangle-shaped structure, the support body is constituteed and is formed by the shaped steel welding, the horizontal right-angle side of formwork support body 9 sets up on basement bottom plate 4, the tip of formwork support body 9 is connected fixedly with the built-in fitting of basement bottom plate 4, the vertical right-angle side of formwork support body 9 with 2 inboard template 8 butts of basement outer wall.
Referring to fig. 2, in an embodiment, the structure for combining a supporting pile hanging plate and an exterior wall of a basement further includes: and the water stop plate 6 is arranged at the joint between the outer wall of the basement and the basement bottom plate 4.
Specifically, the basement bottom plate 4 and the basement exterior wall are poured separately, so that a construction joint is formed between the basement exterior wall and the basement bottom plate 4, and water seepage of the construction joint is prevented by arranging a water stop plate 6 at the construction joint. In one implementation, the water stop plate 6 is a 300 x 3mm steel plate.
Referring to fig. 4, in some embodiments, to better understand the present invention, the present application further provides a construction method of a supporting pile hanging plate and basement exterior wall combined structure, which is applied to the above-mentioned supporting pile hanging plate and basement exterior wall combined structure, and the method includes the steps of:
s100, pouring construction is carried out on the supporting piles, and pouring construction of the hanging plates is completed;
specifically, the supporting pile is constructed by rotary digging or manual hole digging, and is poured by concrete.
S200, connecting the poured hanging plate with the poured support pile by adopting a bar planting method;
specifically, the hanging plate is a reinforced concrete plate and is formed by pouring concrete, and the poured hanging plate and the poured support pile can be connected together by adopting a bar planting method.
S300, pouring concrete on the foundation to complete construction of the basement bottom plate cushion layer;
specifically, a bottom plate cushion layer with the thickness of about 100mm needs to be poured on the foundation so as to facilitate pouring with the underground outdoor wall.
S400, constructing a basement bottom plate;
specifically, when the basement bottom plate is poured, reinforcing steel bars need to be bound on a cushion layer of the basement bottom plate, then concrete is poured, and the basement bottom plate can be obtained after the concrete is poured. In addition, before the basement bottom plate is poured, the waterproof piece can be installed on the basement bottom plate cushion layer, and therefore water seepage of the basement bottom plate can be prevented. In some embodiments, the waterproof member is an anti-adhesion coiled material, and the anti-adhesion coiled material is adhered to the basement bottom slab cushion layer after the basement bottom slab cushion layer is constructed.
S500, mounting a waterproof piece on the hanging plate;
specifically, the waterproof part is an anti-adhesion coiled material, and after the basement bottom plate is constructed, the anti-adhesion coiled material is adhered to the basement bottom plate. It should be noted that after the basement bottom plate cushion layer is poured, the waterproof piece can be installed on the basement bottom plate cushion layer and the hanging plate at the same time, so that the waterproof piece does not need to be installed again after the basement bottom plate is poured.
S600, installing a template on a basement bottom plate, and installing a formwork support body to support the template;
specifically, steel bars are bound on a basement bottom plate, a formwork support body is fixed on a pre-buried mounting column, and then a formwork is mounted on the formwork support body.
S700, performing concrete pouring on the basement outer wall.
Specifically, the construction of the basement exterior wall can be completed by pouring concrete.
In some embodiments, the concrete pouring step for the basement outer wall further comprises the following steps:
s800, disassembling the formwork support body and the formwork.
Specifically, after the concrete to be poured is solidified, the formwork support body and the formwork are dismantled, and the dismantled formwork and the formwork support body can be used in a turnover mode, so that the concrete formwork has the advantages of environmental protection and energy saving.
To sum up, the utility model provides a fender pile link plate and basement outer wall integrated configuration and construction method thereof has following beneficial effect: the anti-sticking coiled material is additionally arranged between the hanging plate and the basement outer wall to serve as a waterproof layer, the pre-paving anti-sticking technology is applied to the basement outer wall for flexible waterproofing, the anti-sticking coiled material is tightly combined with the basement outer wall concrete structure, the damage of a single point of the waterproof layer can be avoided, the water seepage of the whole upstream face is formed, the water seepage hidden danger of the basement outer wall is small, the water seepage problem caused by the fact that the waterproof layer of the basement outer wall is damaged can be further prevented, the waterproof capability of the basement structure is improved, a drainage blind ditch does not need to be further arranged in the basement outer wall, a lining wall is arranged in the basement outer wall for decoration, the construction process is simplified, and the technical requirements are reduced; the basement outer wall takes the hanging plate as a template, a basement outer wall template scaffold and a template are omitted, and further a basement fertilizer groove or a narrow space is omitted, so that the construction process is simpler, the field-level conversion can be completed after the construction of a basement top plate, and the arrangement planning of a construction general plane is facilitated. In addition, the hanging plate can increase the building area of the basement and improve the land utilization rate by canceling the basement fertilizer tank or the narrow space on the premise of fully playing the functions of retaining soil and stopping water (waterproof layer).
It is to be understood that the invention is not limited to the above-described embodiments, and that modifications and variations may be made by those skilled in the art in light of the above teachings, and all such modifications and variations are intended to be included within the scope of the invention as defined in the appended claims.
Claims (6)
1. The utility model provides a fender pile link plate and basement outer wall integrated configuration which characterized in that includes:
the hanging plate is used for being connected with the supporting pile;
the basement outer wall is arranged on one side, away from the supporting piles, of the hanging plate;
the waterproof piece is arranged in the basement outer wall and positioned between the hanging plate and the basement outer wall;
the fender pile link plate still includes with basement outer wall integrated configuration: a basement floor; the basement outer wall is arranged on the basement bottom plate;
the waterproof piece is an anti-sticking coiled material, and the anti-sticking coiled material is stuck on the hanging plate and the basement outer bottom plate;
wherein both sides of the anti-adhesive coiled material have adhesiveness.
2. The fender pile hanging plate and basement exterior wall combined structure according to claim 1, wherein said fender pile hanging plate and basement exterior wall combined structure further comprises:
the bottom plate cushion layer is arranged at the bottom of the basement bottom plate.
3. The fender pile hanging plate and basement exterior wall combined structure according to claim 1, wherein the fender pile hanging plate and basement exterior wall combined structure further comprises:
and the water stop plate is arranged at the joint between the basement outer wall and the basement bottom plate.
4. The fender pile hanging plate and basement exterior wall composite structure of claim 1, wherein the hanging plate is a reinforced concrete plate.
5. The fender pile hanging plate and basement exterior wall combined structure according to claim 4, wherein the hanging plate and the fender pile are connected together through steel bars.
6. The fender pile hanging plate and basement exterior wall combined structure according to claim 1, wherein the basement exterior wall is a reinforced concrete wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121124935.2U CN217896465U (en) | 2021-05-24 | 2021-05-24 | Supporting pile hanging plate and basement exterior wall combined structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121124935.2U CN217896465U (en) | 2021-05-24 | 2021-05-24 | Supporting pile hanging plate and basement exterior wall combined structure |
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| Publication Number | Publication Date |
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| CN217896465U true CN217896465U (en) | 2022-11-25 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202121124935.2U Active CN217896465U (en) | 2021-05-24 | 2021-05-24 | Supporting pile hanging plate and basement exterior wall combined structure |
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| Country | Link |
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| CN (1) | CN217896465U (en) |
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2021
- 2021-05-24 CN CN202121124935.2U patent/CN217896465U/en active Active
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