CN112281886A - Waterproof and structure integration construction structure of two-in-one interior lining wall - Google Patents
Waterproof and structure integration construction structure of two-in-one interior lining wall Download PDFInfo
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- CN112281886A CN112281886A CN202011091135.5A CN202011091135A CN112281886A CN 112281886 A CN112281886 A CN 112281886A CN 202011091135 A CN202011091135 A CN 202011091135A CN 112281886 A CN112281886 A CN 112281886A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
- E02D19/12—Restraining of underground water by damming or interrupting the passage of underground water
- E02D19/18—Restraining of underground water by damming or interrupting the passage of underground water by making use of sealing aprons, e.g. diaphragms made from bituminous or clay material
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
- E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0001—Rubbers
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2450/00—Gaskets
- E02D2450/10—Membranes
- E02D2450/105—Membranes impermeable
- E02D2450/106—Membranes impermeable for liquids
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/20—Miscellaneous comprising details of connection between elements
Abstract
The invention provides a two-in-one lining wall waterproof and structure integrated construction structure, wherein a high polymer self-adhesive film composite waterproof coiled material is laid at the position, positioned above a vertical convex part, of the right side surface of an underground continuous wall, a lining wall pouring template is arranged at the right side of the high polymer self-adhesive film composite waterproof coiled material and is arranged along the vertical direction and the front-back direction, the macromolecule self-adhesive film composite waterproof coiled material is arranged along the left and right direction at intervals, the lower part of the left side surface is attached to the right side surface of the vertical convex part, the planting bar and the opposite-pulling screw rod are arranged along the left and right direction and are arranged in a straight line, the left end of the planting bar penetrates through the macromolecule self-adhesive film composite waterproof coiled material and is inserted into the right side surface of the underground continuous wall, the left end of the split screw rod penetrates through the lining wall pouring template and is connected with the right end of the embedded bar, and the split nut is sleeved with the right end of the split screw rod in threaded engagement and abuts against the right side face of the lining wall pouring template. The invention can facilitate the site operation and ensure the waterproof quality of the interior lining wall, and has ingenious design.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to the technical field of waterproof joint construction between an underground continuous wall and a lining wall, and particularly relates to a waterproof and structure-integrated construction structure of a lining wall integrating two walls.
Background
In the building construction process, the integrated construction of two-in-one lining wall waterproof construction and structure construction is often involved, and the construction is mainly aimed at waterproof joints between underground continuous walls and lining walls.
Referring to fig. 1, an underground continuous wall 1 is vertically arranged and arranged in the front-back direction, a foundation slab 2 is horizontally arranged and located on the right side of the underground continuous wall 1, the left end of the foundation slab 2 is connected with the right side surface of the underground continuous wall 1, a vertical convex portion 3 is further arranged on the left end of the foundation slab 2, the left side surface of the vertical convex portion 3 is connected with the right side surface of the underground continuous wall 1, a lining wall needs to be poured on the vertical convex portion 3, and the waterproof quality of the lining wall is guaranteed.
The existing common method comprises the following steps: lay APP hot melt type waterproofing membrane 4 (thickness 3mm) in the position that is located the top of vertical convex part 3 on the right side of underground continuous wall 1, and set up plywood 5 (thickness 15mm) on the right side of APP hot melt type waterproofing membrane 4, plywood 5 sets up along vertical setting and along the fore-and-aft direction, APP hot melt type waterproofing membrane 4 and plywood 5 set up along left and right direction relative interval, the right side of the vertical convex part 3 is laminated to the lower part of the left side of plywood 5, set up wooden square column 6 (cross sectional dimension 40mm (wide) x90mm (long), @200) on the right side of plywood 5, wooden square column vertical ridge 6 sets up along vertical, the right side of wooden square column vertical ridge 6 is laminated to the right side of plywood 5 to preset the ground anchor 7(@1600) on foundation slab 2, ground anchor 7 is located the right side of wooden square column 6, and set up intensive steel pipe bracing 8(@1600), the upper end of steel pipe bracing 8 is located the left side of the lower extreme, the upper end of the steel pipe diagonal brace 8 is abutted against the vertical wood purlin ridge 6, and the lower end of the steel pipe diagonal brace 8 is abutted against the ground anchor 7.
By adopting the construction method, the performance of the APP hot-melt waterproof coiled material is greatly influenced by weather, and according to the method, the structural construction needs to be carried out by single-side formwork support, the foundation bottom plate is reserved with the ground anchors and is provided with the intensive steel pipe inclined struts, so that the construction is not convenient.
Therefore, it is desirable to provide a two-in-one interior lining waterproof and structure-integrated construction structure, which can facilitate the site construction and ensure the waterproof quality of the interior lining.
Disclosure of Invention
In order to overcome the defects in the prior art, an object of the present invention is to provide a two-in-one interior lining waterproof and construction-integrated structure, which can facilitate on-site construction and ensure waterproof quality of the interior lining, and is suitable for large-scale popularization and application.
The invention also aims to provide a waterproof and structure-integrated construction structure of the two-in-one lining wall, which has the advantages of ingenious design, simple structure, simple and convenient manufacture and low cost and is suitable for large-scale popularization and application.
In order to achieve the above object, the present invention provides a two-in-one interior wall waterproof and structure integrated construction structure, including an underground continuous wall, a foundation slab and a vertical convex portion, wherein the underground continuous wall is vertically arranged and arranged along a front-back direction, the foundation slab is horizontally arranged and located on the right side of the underground continuous wall, the left end of the foundation slab is connected with the right side surface of the underground continuous wall, the vertical convex portion is arranged on the left end of the foundation slab, and the left side surface of the vertical convex portion is connected with the right side surface of the underground continuous wall, and is characterized in that the two-in-one interior wall waterproof and structure integrated construction structure further includes a polymer self-adhesive film composite waterproof roll, an interior wall pouring template, a steel bar planting, a counter-pull screw rod and a counter-pull nut, wherein:
the polymer self-adhesive film composite waterproof roll is laid on the right side surface of the underground continuous wall and positioned above the vertical convex part, the lining wall pouring template is arranged on the right side of the polymer self-adhesive film composite waterproof roll, the lining wall pouring template is vertically arranged and arranged along the front-back direction, the polymer self-adhesive film composite waterproof roll and the lining wall pouring template are oppositely arranged at intervals along the left-right direction, the lower part of the left side surface of the lining wall pouring template is attached to the right side surface of the vertical convex part, the planting bars and the counter-pull screws are arranged along the left-right direction and are arranged in a straight line, the left ends of the planting bars penetrate through the polymer self-adhesive film composite waterproof roll and are inserted into the right side surface of the underground continuous wall, and the left ends of the counter-pull screws penetrate through the lining wall pouring template and are connected with the right ends of the planting bars, the split nut is sleeved and in threaded engagement with the right end of the split screw and abuts against the right side face of the interior lining wall pouring template.
Preferably, the two-in-one interior lining wall waterproof and structure integrated construction structure further comprises nails, and the polymer self-adhesive film composite waterproof roll is nailed at the position, located above the vertical convex part, of the right side surface of the underground continuous wall through the nails.
Preferably, the polymer self-adhesive film composite waterproof roll is provided with a through hole along the left-right direction, the right side surface of the underground diaphragm wall is provided with an insertion hole along the left-right direction, and the left end of the embedded bar penetrates through the through hole and is inserted in the insertion hole.
Preferably, the two-in-one interior lining wall waterproof and structure integrated construction structure further comprises waterproof paint, the waterproof paint is filled between the left end of the embedded bar and the through hole and between the left end of the embedded bar and the jack, and the waterproof paint is further coated on the position, surrounding the through hole, of the right side face of the polymer self-adhesive film composite waterproof roll.
Further, the waterproof coating is a high molecular polyurethane waterproof coating.
Preferably, the two-in-one interior lining wall waterproof and structure integrated construction structure further comprises a water stop ring, wherein the water stop ring is sleeved at the left end of the embedded bar and abuts against the right side face of the polymer self-adhesive film composite waterproof roll.
More preferably, the water stop ring is a water stop rubber ring.
Preferably, the counter-pulling screw is a water-stopping screw, and the counter-pulling nut is a water-stopping nut.
Preferably, the left end of the counter-pulling screw rod is welded with the right end of the embedded bar.
Preferably, interior lined wall pours template includes plywood and perpendicular stupefied of wood purlin, the plywood sets up the polymer from glued membrane composite waterproof coiled material's right side, the plywood is followed vertical setting is followed the fore-and-aft direction sets up, the polymer from glued membrane composite waterproof coiled material with the plywood is followed left right direction relative interval sets up, the lower part laminating of the left surface of plywood the right flank of vertical convex part, perpendicular stupefied setting of wood purlin is in the right side of plywood, perpendicular stupefied edge of wood purlin vertically sets up, the left surface laminating of perpendicular stupefied of wood purlin the right flank of plywood, the left end of counter-pull screw rod wear to establish perpendicular stupefied of wood purlin with the plywood, the counter-pull nut supports and leans on the right flank of perpendicular stupefied of wood purlin.
The invention has the following beneficial effects:
1. the invention relates to a polymer self-adhesive film composite waterproof roll material of a two-wall-in-one lining waterproof and structure integrated construction structure, which is laid on the right side surface of an underground continuous wall at a position above a vertical convex part, a lining pouring template is arranged on the right side of the polymer self-adhesive film composite waterproof roll material and is arranged along the vertical direction and the front-back direction, the polymer self-adhesive film composite waterproof roll material and the polymer self-adhesive film composite waterproof roll material are oppositely arranged at intervals along the left-right direction, the lower part of the left side surface is attached to the right side surface of the vertical convex part, a planting bar and a counter-pull screw rod are both arranged along the left-right direction and are arranged in a straight line, the left end of the planting bar penetrates through the polymer self-adhesive film composite waterproof roll material and is inserted into the right side surface of the underground continuous wall, the left end of the counter-pull screw rod penetrates through the lining pouring template and is connected with, therefore, the waterproof structure can facilitate site construction and ensure the waterproof quality of the interior lining wall, and is suitable for large-scale popularization and application.
2. The invention relates to a polymer self-adhesive film composite waterproof roll material of a two-wall-in-one lining waterproof and structure integrated construction structure, which is laid on the right side surface of an underground continuous wall at a position above a vertical convex part, a lining pouring template is arranged on the right side of the polymer self-adhesive film composite waterproof roll material and is arranged along the vertical direction and the front-back direction, the polymer self-adhesive film composite waterproof roll material and the polymer self-adhesive film composite waterproof roll material are oppositely arranged at intervals along the left-right direction, the lower part of the left side surface is attached to the right side surface of the vertical convex part, a planting bar and a counter-pull screw rod are both arranged along the left-right direction and are arranged in a straight line, the left end of the planting bar penetrates through the polymer self-adhesive film composite waterproof roll material and is inserted into the right side surface of the underground continuous wall, the left end of the counter-pull screw rod penetrates through the lining pouring template and is connected with, therefore, the novel LED lamp is ingenious in design, simple in structure, simple and convenient to manufacture, low in cost and suitable for large-scale popularization and application.
These and other objects, features and advantages of the present invention will become more fully apparent from the following detailed description, the accompanying drawings and the appended claims, wherein like reference numerals refer to like parts throughout the several views, and wherein like reference numerals refer to like parts throughout the several views.
Drawings
Fig. 1 is a schematic front view of an embodiment of a waterproof and structurally integrated construction structure of a conventional two-in-one interior lining wall.
Fig. 2 is a schematic front view of a waterproof and structure-integrated construction structure of a two-in-one interior lining wall according to an embodiment of the present invention.
FIG. 3 is a right side cut-away partial schematic view of the embodiment shown in FIG. 2.
(symbol description)
1 underground diaphragm wall; 2, a base plate; 3 vertical convex parts; 4APP hot-melt waterproof coiled material; 5, plywood; 6 vertical edges of wood purlin; 7, anchoring the ground; 8, steel pipe diagonal bracing; 9 high-molecular self-adhesive film composite waterproof coiled material; 10 pouring a template for the inner lining wall; 11, planting steel bars; 12 pairs of pull screws; 13 split nuts; 14 nails; 15 waterproof coating; 16 water stop rings.
Detailed Description
In order to clearly understand the technical contents of the present invention, the following examples are given in detail.
Referring to fig. 2 to 3, in a specific embodiment of the present invention, the two-in-one interior wall waterproof and structure integrated construction structure includes an underground continuous wall 1, a foundation slab 2, a vertical convex portion 3, a polymer self-adhesive film composite waterproof roll 9, an interior wall casting template 10, a steel bar 11, a counter-pull screw 12 and a counter-pull nut 13, wherein the underground continuous wall 1 is vertically arranged and arranged along a front-back direction, the foundation slab 2 is horizontally arranged and located on a right side of the underground continuous wall 1, a left end of the foundation slab 2 is connected with a right side surface of the underground continuous wall 1, the vertical convex portion 3 is arranged on a left end of the foundation slab 2, and a left side surface of the vertical convex portion 3 is connected with the right side surface of the underground continuous wall 1;
the polymer self-adhesive film composite waterproof roll 9 is laid at a position, located above the vertical convex portion 3, of the right side face of the underground continuous wall 1, the lining wall pouring template 10 is arranged on the right side of the polymer self-adhesive film composite waterproof roll 9, the lining wall pouring template 10 is arranged along the vertical direction and arranged along the front-back direction, the polymer self-adhesive film composite waterproof roll 9 and the lining wall pouring template 10 are arranged along the left-right direction at intervals, the lower portion of the left side face of the lining wall pouring template 10 is attached to the right side face of the vertical convex portion 3, the steel bar planting 11 and the counter-pull screw 12 are arranged along the left-right direction and arranged in a straight line, the left end of the steel bar planting 11 penetrates through the polymer self-adhesive film composite waterproof roll 9 and is inserted into the right side face of the underground continuous wall 1, and the left end of the counter-pull screw 12 penetrates through the lining wall pouring template 10 and is connected with the right end of the steel bar planting 11 The counter-pull nut 13 is sleeved and in threaded engagement with the right end of the counter-pull screw 12 and abuts against the right side face of the interior lining wall pouring formwork 10.
The thickness of the polymer self-adhesive film composite waterproof roll 9 can be determined according to the needs, and in a specific embodiment of the invention, the thickness of the polymer self-adhesive film composite waterproof roll 9 is 1.2 mm.
The position of the polymer self-adhesive film composite waterproof roll 9, which is laid on the right side surface of the underground continuous wall 1 and is located above the vertical convex portion 3, may adopt any suitable structure, as shown in fig. 2, in an embodiment of the present invention, the two-in-one lining wall waterproof and structure integrated construction structure further includes a nail 14, and the polymer self-adhesive film composite waterproof roll 9 is nailed on the right side surface of the underground continuous wall 1 and is located above the vertical convex portion 3 through the nail 14.
The number of nails 14 can be determined as desired, and referring to fig. 2, in one embodiment of the present invention, the number of nails 14 is multiple, and the multiple nails 14 are spaced apart from each other.
The spacing between the nails 14 can be determined as desired, and in one embodiment of the invention, the spacing between the nails 14 is 50 cm.
The number of the steel bars 11 can be determined as required, please refer to fig. 2 to 3, in a specific embodiment of the present invention, the number of the steel bars 11 is multiple, the multiple steel bars 11 are arranged at intervals, the number of the split screws 12 and the number of the split nuts 13 are the same as the number of the steel bars 11, and the steel bars 11, the split screws 12 and the split nuts 13 are connected in a one-to-one correspondence manner.
The distance between the planting bars 11 can be determined according to the requirement, and in a specific embodiment of the present invention, the distance between the planting bars 11 is 450 mm.
The left end of the embedded bar 11 penetrates through the polymer self-adhesive film composite waterproof roll 9 and is inserted into the right side surface of the underground continuous wall 1, and any suitable structure can be adopted, in a specific embodiment of the invention, the polymer self-adhesive film composite waterproof roll 9 is provided with through holes (not shown in the figure) along the left-right direction, the right side surface of the underground continuous wall 1 is provided with insertion holes (not shown in the figure) along the left-right direction, and the left end of the embedded bar 11 penetrates through the through holes and is inserted into the insertion holes.
In order to enhance the waterproof performance, please refer to fig. 3, in an embodiment of the present invention, the two-in-one wall lining waterproof and structure-integrated construction structure further includes a waterproof coating 15, the waterproof coating 15 is filled between the left end of the embedded bar 11 and the through hole and between the left end of the embedded bar 11 and the insertion hole, and the waterproof coating 15 is further coated on the right side surface of the polymer self-adhesive film composite waterproof roll 9 at a position surrounding the through hole.
The waterproof coating 15 can be any suitable waterproof coating, and in one embodiment of the present invention, the waterproof coating 15 is a high molecular weight polyurethane waterproof coating.
In order to enhance the waterproof performance, please refer to fig. 3, in an embodiment of the present invention, the two-in-one wall lining waterproof and structure integrated construction structure further includes a water stop ring 16, and the water stop ring 16 is sleeved on the left end of the steel bar 11 and abuts against the right side surface of the polymer self-adhesive film composite waterproof roll 9.
The water stop ring 16 may be any suitable water stop ring, and in one embodiment of the invention, the water stop ring 16 is a water stop rubber ring.
The counter screw 12 may be any suitable counter screw, and the counter nut 13 may be any suitable counter nut, and in a specific embodiment of the present invention, the counter screw 12 is a water stop screw, and the counter nut 13 is a water stop nut.
The left end of the counter-pulling screw 12 is connected to the right end of the embedded bar 11 by any suitable structure, and in a specific embodiment of the invention, the left end of the counter-pulling screw 12 is welded to the right end of the embedded bar 11.
The lining wall casting template 10 may have any suitable configuration, as shown in fig. 2, in an embodiment of the present invention, the lining wall casting template 10 includes a plywood 5 and a wood vertical ridge 6, the plywood 5 is disposed on the right side of the polymeric self-adhesive film composite waterproof roll 9, the plywood 5 is disposed along the vertical direction and disposed along the front-back direction, the polymeric self-adhesive film composite waterproof roll 9 and the plywood 5 are disposed at an interval along the left-right direction, the lower portion of the left side of the plywood 5 is attached to the right side of the vertical protrusion 3, the wood vertical ridge 6 is disposed on the right side of the plywood 5, the wood vertical ridge 6 is disposed along the vertical direction, the left side of the wood vertical ridge 6 is attached to the right side of the wood vertical ridge 5, the left end of the opposite-pulling plywood screw 12 penetrates through the wood vertical ridge 6 and the plywood 5, the counter-pull nut 13 abuts against the right side face of the vertical wood purlin ridge 6.
During construction, the polymer self-adhesive film composite waterproof roll 9 with the thickness of 1.2mm is adopted, chiseling treatment is carried out on the right side face of the underground diaphragm wall 1, plastering and leveling are carried out, the polymer self-adhesive film composite waterproof roll 9 is paved and pasted, a nailing method is used, the roll large-face interval is 50cm, and the nail head is used for carrying out waterproof treatment.
After the waterproof coiled material is laid, according to the requirement that a lining wall single-side formwork is adopted by a counter-pulling screw 12, steel bars are adopted by the embedded steel bars 11, the longitudinal and transverse intervals are 450mm, a laser planometer is used for paying off, and the polymer self-adhesive film composite waterproof coiled material 9 with the thickness of 1.2mm is paid off. In order to prevent the direct bar planting from damaging the waterproof roll material on the large surface, a hole opener is used for forming a hole with the diameter of 30mm on the waterproof roll material. And (3) penetrating the opened holes by using a drilling machine, wherein the drilling depth is 15d (the phi 14 steel bar planting depth is 21cm), and the drilling diameter is 30 mm. In order to ensure the waterproof integrity of the waterproof coiled material, the hole inner space is filled with the high polymer polyurethane waterproof coating, the high polymer polyurethane waterproof coating with the size of 150mm multiplied by 150mm is smeared on the surface of the waterproof coiled material around the hole, and the water-stopping rubber ring is sleeved at the rebar planting root and is suitable for rebar planting, sleeved at the rebar planting root and tightly connected with the rebar planting.
After the lining wall steel bars are bound, the counter-pull screw 12 is welded with the steel bar embedded bars, after the welding is finished, the inner lining wall pouring template 10 is installed, the counter-pull nuts 13 are screwed, and the steel pipe inclined struts 8 and the ground anchors 7 do not need to be erected.
Therefore, the waterproof and structurally integrated construction structure of the two-in-one lining wall solves the problem of waterproof joint construction of the lining wall, facilitates site construction and ensures the waterproof quality of the lining wall.
In conclusion, the waterproof and structure integrated construction structure of the two-in-one interior lining wall can facilitate field construction and ensure the waterproof quality of the interior lining wall, is ingenious in design, simple in structure, simple and convenient to manufacture, low in cost and suitable for large-scale popularization and application.
It will thus be seen that the objects of the invention have been fully and effectively accomplished. While the functional and structural principles of this invention have been shown and described in detail in the embodiments, it will be understood by those skilled in the art that the embodiments of the invention described above and illustrated in the drawings are merely exemplary and are not limiting of the invention, which can be modified in any manner without departing from such principles. Therefore, this invention includes all modifications encompassed within the spirit and scope of the claims.
Claims (10)
1. The utility model provides a waterproof and structure integration construction structures of interior wall of two walls unifications, includes underground continuous wall, soleplate and vertical convex part, underground continuous wall sets up along vertical setting and along the fore-and-aft direction, the soleplate level sets up and is located underground continuous wall's right side, soleplate's left end with underground continuous wall's right flank is connected, vertical convex part sets up on soleplate's the left end, the left surface of vertical convex part with underground continuous wall's right flank is connected, a serial communication port, waterproof and structure integration construction structures of interior wall of two walls unifications still includes that the polymer is from the compound waterproofing membrane of viscose membrane, interior wall pouring template, bar planting, split screw rod and split nut, wherein:
the polymer self-adhesive film composite waterproof roll is laid on the right side surface of the underground continuous wall and positioned above the vertical convex part, the lining wall pouring template is arranged on the right side of the polymer self-adhesive film composite waterproof roll, the lining wall pouring template is vertically arranged and arranged along the front-back direction, the polymer self-adhesive film composite waterproof roll and the lining wall pouring template are oppositely arranged at intervals along the left-right direction, the lower part of the left side surface of the lining wall pouring template is attached to the right side surface of the vertical convex part, the planting bars and the counter-pull screws are arranged along the left-right direction and are arranged in a straight line, the left ends of the planting bars penetrate through the polymer self-adhesive film composite waterproof roll and are inserted into the right side surface of the underground continuous wall, and the left ends of the counter-pull screws penetrate through the lining wall pouring template and are connected with the right ends of the planting bars, the split nut is sleeved and in threaded engagement with the right end of the split screw and abuts against the right side face of the interior lining wall pouring template.
2. The structure of claim 1, further comprising nails, wherein the polymer self-adhesive film composite waterproofing membrane is nailed to the right side of the underground diaphragm wall above the vertical protrusions by the nails.
3. The construction structure of claim 1, wherein the self-adhesive polymer film composite waterproof roll is provided with through holes along the left-right direction, the right side of the underground continuous wall is provided with insertion holes along the left-right direction, and the left ends of the embedded ribs are inserted into the insertion holes.
4. The structure of claim 3, further comprising a waterproof coating material filled between the left ends of the embedded bars and the through holes and between the left ends of the embedded bars and the insertion holes, wherein the waterproof coating material is further applied to the right side of the roll of waterproof polymer self-adhesive film.
5. The two-in-one wall lining waterproof and structurally integrated construction structure as claimed in claim 4, wherein the waterproof paint is a high molecular polyurethane waterproof paint.
6. The construction structure for waterproofing and structural integration of a two-in-one wall lining according to claim 1, further comprising a water stop ring, wherein the water stop ring is sleeved on the left end of the embedded rib and abuts against the right side surface of the polymer self-adhesive film composite waterproofing membrane.
7. The two-in-one wall lining waterproof and structurally integrated construction structure as claimed in claim 6, wherein the water stop ring is a water stop rubber ring.
8. The water-proofing and structurally integrated construction structure of a two-in-one wall lining according to claim 1, wherein the counter-pulling screw is a water-stopping screw, and the counter-pulling nut is a water-stopping nut.
9. The construction structure for waterproofing and structural integration of a two-in-one interior lining wall according to claim 1, wherein the left end of the counter-pulling screw is welded to the right end of the embedded bar.
10. The water-proof and structure-integrated construction structure of two-in-one interior lining wall according to claim 1, it is characterized in that the lining wall pouring template comprises a plywood and a vertical beam of wood purlin, the plywood is arranged on the right side of the macromolecular self-adhesive film composite waterproof coiled material, the plywood is arranged along the vertical direction and along the front-back direction, the macromolecular self-adhesive film composite waterproof roll and the plywood are arranged along the left-right direction at intervals, the lower part of the left side surface of the plywood is attached to the right side surface of the vertical convex part, the vertical wood purlin ridges are arranged on the right side of the plywood, the vertical wood purlin ridges are arranged along the vertical direction, the left side surfaces of the vertical wood purlin ridges are attached to the right side surfaces of the plywood, the left end of the counter-pulling screw rod penetrates through the vertical wood purlin ridge and the plywood, and the counter-pulling nut abuts against the right side face of the vertical wood purlin ridge.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202011091135.5A CN112281886A (en) | 2020-10-13 | 2020-10-13 | Waterproof and structure integration construction structure of two-in-one interior lining wall |
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| CN202011091135.5A CN112281886A (en) | 2020-10-13 | 2020-10-13 | Waterproof and structure integration construction structure of two-in-one interior lining wall |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114396071A (en) * | 2022-01-14 | 2022-04-26 | 中铁二院工程集团有限责任公司 | Soil retaining assembly and connecting and bar planting anchoring method thereof |
| CN115262627A (en) * | 2022-07-02 | 2022-11-01 | 中交一公局集团有限公司 | Water seepage prevention construction process for concrete purlin of underground station and serving as side wall |
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| US20080127584A1 (en) * | 2006-12-04 | 2008-06-05 | Custom Components Of Eagle River, Inc. | Support pads and support brackets, and structures supported thereby |
| CN103061358A (en) * | 2013-01-14 | 2013-04-24 | 中国建筑第八工程局有限公司 | Construction method of one-side form bracing for underground structure sidewalls |
| CN204780994U (en) * | 2015-06-11 | 2015-11-18 | 中建一局集团第六建筑有限公司 | Underground continuous wall inwall construction structures |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN114396071A (en) * | 2022-01-14 | 2022-04-26 | 中铁二院工程集团有限责任公司 | Soil retaining assembly and connecting and bar planting anchoring method thereof |
| CN115262627A (en) * | 2022-07-02 | 2022-11-01 | 中交一公局集团有限公司 | Water seepage prevention construction process for concrete purlin of underground station and serving as side wall |
| CN115262627B (en) * | 2022-07-02 | 2024-03-26 | 中交一公局集团有限公司 | Construction technology for underground station concrete surrounding purlin serving as side wall water-proof and seepage-proof |
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