CN112343091A - Subside post-cast strip structure sealed in advance - Google Patents
Subside post-cast strip structure sealed in advance Download PDFInfo
- Publication number
- CN112343091A CN112343091A CN202011514053.7A CN202011514053A CN112343091A CN 112343091 A CN112343091 A CN 112343091A CN 202011514053 A CN202011514053 A CN 202011514053A CN 112343091 A CN112343091 A CN 112343091A
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- post
- cast strip
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- steel
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 62
- 239000010959 steel Substances 0.000 claims abstract description 62
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 7
- 238000003466 welding Methods 0.000 claims description 5
- 239000002390 adhesive tape Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 25
- 238000005266 casting Methods 0.000 abstract description 5
- 238000000034 method Methods 0.000 abstract description 5
- 239000011241 protective layer Substances 0.000 abstract description 4
- 238000012423 maintenance Methods 0.000 abstract description 2
- 230000003014 reinforcing effect Effects 0.000 abstract description 2
- 229910000746 Structural steel Inorganic materials 0.000 abstract 1
- 238000005452 bending Methods 0.000 abstract 1
- 238000005336 cracking Methods 0.000 abstract 1
- 238000004062 sedimentation Methods 0.000 abstract 1
- 239000010410 layer Substances 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000009412 basement excavation Methods 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000004078 waterproofing Methods 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000003466 anti-cipated effect Effects 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/16—Arrangement or construction of joints in foundation structures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Hydrology & Water Resources (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses a structure for closing a post-sedimentation casting belt in advance. The method can ensure that the post-cast strip at the corresponding position is sealed in advance in the garden construction and use process; the influence of negative bending moment generated by dynamic load of garden construction on floor structures on two sides of the post-cast strip is reduced by additionally arranging a structural steel horizontal support reinforcing mode; the upper part of the post-cast strip is sealed by adopting a steel plate, the steel yield performance is reasonably utilized, the influence of the settlement load of the main structure on the basement roof is offset, the post-cast strip is sealed by the steel plate, then a waterproof protective layer is constructed, the garden load construction condition can be met, the increase of the maintenance cost of cracking and water seepage caused by the uneven settlement of the main structure at the post-cast strip part of the basement roof is also avoided, the self-leveling micro-expansion concrete is reasonably utilized, the post-cast strip concrete is poured by using the pre-reserved concrete pouring steel pipe, the strength of the post-cast strip concrete can be ensured to meet the design requirement, and the compactness of the internal concrete of the post-cast.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a structure for closing a post-settlement casting belt in advance.
Background
In recent years, it has been comparatively extensive a marketing means that promotes real estate sales volume to construct basement roof gardens and pipe network in advance as the show area, but in gardens show area work progress, often because the major structure subsides still not stable yet, subsides post-cast strip and can not seal in advance, leads to the gardens show area can not fully demonstrate comprehensively, and the bandwagon effect that produces does not reach the effect that the developer expects, and the mode of handling usually is two kinds generally:
the utility model provides a, the local post-cast strip that directly influences garden construction pours in advance and seals, though garden construction advances to the field in advance, and gardens show area effect reaches anticipated effect, nevertheless major structure subsides and inevitably leads to this position post-cast strip concrete fracture infiltration, and the fracture scope is not limited to post-cast strip position, and the position scope of mending leakage in the future is big, need carry out the concrete leakage many times even and mend, and the antiseep is with high costs, and the corruption influence of a large amount of infiltration of concrete structure to the reinforcing bar is great.
Secondly, lay the steel sheet in post-cast strip position, reserve the waterproofing position after, directly carry out the garden construction after accomplishing the waterproof and protective layer construction of peripheral basement roof, later stage major structure subsides stably the back, excavate again and construct gardens and the pipe network of accomplishing, uncover post-cast strip steel sheet, clear up post-cast strip construction joint back, pour post-cast strip concrete, do water-proofing and protective layer again, will dig out the gardens show area and the pipe network secondary construction of destruction and resume. Although the method avoids water seepage repair of a post-cast strip, the entering excavation of large machinery in the garden display area increases the additional garden site damage and maintenance, earthwork excavation, pipe network and secondary construction cost, and the cost also includes the safe and civilized construction cost in the process.
Therefore, the traditional construction method for closing the post-cast strip in advance cannot meet the modern construction requirements.
Disclosure of Invention
In order to solve the problems, the invention aims to provide a structure for closing a post-settlement casting belt in advance, which can solve the problem that the post-settlement casting belt cannot be closed in time in the traditional garden construction in advance, and also saves a large amount of construction cost for reducing secondary construction of gardens and pipe networks and water seepage repair of a basement roof.
The invention is realized by the following technical scheme:
a structure for closing a settlement post-cast strip in advance comprises I-shaped steel, a post-cast strip concrete beam and post-cast strip concrete; a post-cast strip template supporting system is arranged below the post-cast strip concrete beam; the post-cast strip template support system comprises: the bottom template of the post-cast strip and the bottom template support of the post-cast strip are arranged; the I-shaped steel is pre-buried to the middle of the post-cast strip concrete beam; a post-cast strip concrete slab is arranged above the post-cast strip concrete beam; the post-cast strip concrete is poured into the post-cast strip concrete slab through a steel pipe; a water stop steel plate is arranged in the post-cast strip concrete slab; a steel plate is arranged above the post-cast strip concrete plate; the middle part of the steel plate is connected with the steel pipe; and a waterproof layer is arranged above the steel plate.
Further, the longitudinal spacing of the steel pipes is not more than 4 m.
Furthermore, the steel plate and the steel pipe are in butt welding, and the steel plate and the post-cast strip concrete slab are welded by steel bars.
Further, the I-steel is 18 in size.
Further, the height of the top of the steel pipe is 200mm higher than the elevation of the finished garden surface, and the upper opening of the steel pipe is sealed by an adhesive tape.
Further, the post-cast strip concrete is self-leveling concrete.
The invention has the beneficial effects that:
construction convenience, the installation is simple, and the efficiency of construction is high, adopts high performance self-leveling concrete pouring post-cast strip, guarantees closely knit degree, satisfies standard impervious requirement, reduces the adverse effect that traditional approach closed in advance and subsides post-cast strip and cause, and the construction in gardens show area is accomplished in all-round, also brings very big profit for construction unit marketing development work.
Drawings
FIG. 1 is a schematic plan view of a structure in which a post-settlement casting belt is closed in advance in the present invention.
FIG. 2 is a cross-sectional view of a structure 1-1 of the present invention in which a post-settlement gate is closed in advance.
FIG. 3 is a cross-sectional view of a structure 2-2 of the present invention in which a post-settlement gate is closed in advance.
Shown in the figure: 1-a steel pipe; 2-I-steel; 3-post-pouring the strip concrete beam; 4-post-pouring a bottom template of the strip; 5-supporting a template at the bottom of the post-cast strip; 6-steel plate; 7-waterproof layer; 8-post-cast strip concrete slab; 9-post-cast strip concrete; 10-water stop steel plate.
Detailed Description
The invention will be further described with reference to the accompanying drawings.
The structure for closing the settlement post-cast strip in advance comprises I-shaped steel 2, a post-cast strip concrete beam 3 and post-cast strip concrete 9, wherein the I-shaped steel is arranged on the post-cast strip concrete beam; a post-cast strip template supporting system is arranged below the post-cast strip concrete beam 3; the post-cast strip template support system comprises: a post-cast strip bottom template 4 and a post-cast strip bottom template support 5; the I-shaped steel 2 is pre-embedded to the middle part of the post-cast strip concrete beam 3; a post-cast strip concrete slab 8 is arranged above the post-cast strip concrete beam 3; the post-cast strip concrete 9 is poured into the post-cast strip concrete slab 8 through the steel pipe 1; a water stop steel plate 10 is arranged in the post-cast strip concrete plate 8; a steel plate 6 is arranged above the post-cast strip concrete plate 8; the middle part of the steel plate 6 is connected with the steel pipe 1; and a waterproof layer 7 is arranged above the steel plate 6.
Further, the longitudinal distance between the steel pipes 1 is not more than 4 m.
Further, the steel plate 6 and the steel pipe 1 are in butt welding, and the steel plate 6 and the post-cast strip concrete plate 8 are in steel bar welding.
Further, the I-steel 2 is 18 in type.
Further, the height of the top of the steel pipe 1 is 200mm higher than the elevation of the finished garden surface, and the upper opening is sealed by an adhesive tape.
Further, the post-cast strip concrete 9 is self-leveling concrete.
The method comprises the following specific implementation steps:
A. disconnecting the post-cast strip formwork support systems and arranging the post-cast strip formwork support systems below the post-cast strip concrete beam 3;
B. embedding No. 18I-steel 2 in the middle of the post-cast strip beam, and anchoring two ends of the post-cast strip beam into the concrete beam;
C. manufacturing a 5 mm-thick settled post-cast strip closed steel plate 6 according to the modulus, and reserving a circular hole to be welded and connected with the steel pipe 1;
D. after the beam plate concrete 3 is poured, the waterproof layer 7 is carried out, the waterproof layer 7 and the protective layer are constructed in a large area after construction, and the garden construction unit carries out the construction in advance;
E. after the garden soil covering construction is finished, temporarily removing the post-cast strip bottom template 4 and the post-cast strip bottom template support 5 after the main structure is settled stably, and chiseling construction joints from the bottom to clean up;
F. and pouring post-cast strip concrete 9 from the position of the steel pipe 1, fully vibrating the bottom template by adopting a vibrating rod, and finally cutting off the steel pipe 1 extending out of the soil covering surface.
The above embodiments are merely illustrative of the technical concept and features of the present invention, and the present invention is not limited to the embodiments, but rather to the embodiments, the present invention is not limited to the embodiments, and any modifications, equivalents, improvements, and the like within the spirit and principle of the present invention are included in the scope of the present invention.
Claims (6)
1. The utility model provides a subside post-cast strip structure closed in advance which characterized in that: the post-cast strip concrete beam comprises I-shaped steel (2), a post-cast strip concrete beam (3) and post-cast strip concrete (9); a post-cast strip template supporting system is arranged below the post-cast strip concrete beam (3); the post-cast strip template support system comprises: a post-cast strip bottom template (4) and a post-cast strip bottom template support (5); the I-shaped steel (2) is pre-buried to the middle part of the post-cast strip concrete beam (3); a post-cast strip concrete slab (8) is arranged above the post-cast strip concrete beam (3); the post-cast strip concrete (9) is poured into the post-cast strip concrete slab (8) through the steel pipe (1); a water stop steel plate (10) is arranged in the post-cast strip concrete plate (8); a steel plate (6) is arranged above the post-cast strip concrete plate (8); the middle part of the steel plate (6) is connected with the steel pipe (1); and a waterproof layer (7) is arranged above the steel plate (6).
2. The structure for closing the post-settling strip in advance as claimed in claim 1, wherein: the longitudinal distance between the steel pipes (1) is not more than 4 m.
3. The structure for closing the post-settling strip in advance as claimed in claim 1, wherein: the steel plate (6) and the steel pipe (1) are in butt welding, and the steel plate (6) and the post-cast strip concrete plate (8) are in steel bar welding.
4. The structure for closing the post-settling strip in advance as claimed in claim 1, wherein: the I-shaped steel (2) is 18 in type.
5. The structure for closing the post-settling strip in advance as claimed in claim 1, wherein: the top of the steel pipe (1) is higher than the elevation of the garden finished surface by 200mm, and the upper opening is sealed by an adhesive tape.
6. The structure for closing the post-settling strip in advance as claimed in claim 1, wherein: the post-cast strip concrete (9) is self-leveling concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011514053.7A CN112343091A (en) | 2020-12-21 | 2020-12-21 | Subside post-cast strip structure sealed in advance |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011514053.7A CN112343091A (en) | 2020-12-21 | 2020-12-21 | Subside post-cast strip structure sealed in advance |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112343091A true CN112343091A (en) | 2021-02-09 |
Family
ID=74427550
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011514053.7A Pending CN112343091A (en) | 2020-12-21 | 2020-12-21 | Subside post-cast strip structure sealed in advance |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112343091A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114411817A (en) * | 2022-02-16 | 2022-04-29 | 中国建筑第八工程局有限公司 | Basement roof post-cast strip local advanced sealing structure and construction method thereof |
| CN114892831A (en) * | 2022-07-13 | 2022-08-12 | 中国建筑第五工程局有限公司 | Early sealing structure for post-cast strip settlement |
| CN115324214A (en) * | 2022-07-28 | 2022-11-11 | 中国建筑第五工程局有限公司 | Pre-sealing structure of post-cast strip subsides |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104805870A (en) * | 2015-04-16 | 2015-07-29 | 中国二十二冶集团有限公司 | Construction method for first soil filling and then casting at settlement post-cast strip of top plate of basement |
| CN105649197A (en) * | 2016-01-31 | 2016-06-08 | 江苏扬建集团有限公司 | Post-pouring belt construction method conducted under green-landscape-first condition |
| CN110258651A (en) * | 2019-07-16 | 2019-09-20 | 中城投集团第六工程局有限公司 | Basement roof post-cast strip shifts to an earlier date enclosed construction and construction method |
| CN110552378A (en) * | 2018-06-04 | 2019-12-10 | 深圳建业工程集团股份有限公司 | Underground space roof subsides post-cast strip and seals structure in advance |
| CN110593320A (en) * | 2019-08-27 | 2019-12-20 | 中建四局第六建筑工程有限公司 | Early sealing structure for outer wall post-cast strip and construction method thereof |
| CN211395768U (en) * | 2019-08-27 | 2020-09-01 | 中建四局第六建筑工程有限公司 | Outer wall post-cast strip is enclosed construction in advance |
| CN212153770U (en) * | 2020-04-17 | 2020-12-15 | 山东天齐置业集团股份有限公司 | Garage post-cast strip seals construction structures in advance |
| CN214245847U (en) * | 2020-12-21 | 2021-09-21 | 中国建筑第四工程局有限公司 | Subside post-cast strip structure sealed in advance |
-
2020
- 2020-12-21 CN CN202011514053.7A patent/CN112343091A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104805870A (en) * | 2015-04-16 | 2015-07-29 | 中国二十二冶集团有限公司 | Construction method for first soil filling and then casting at settlement post-cast strip of top plate of basement |
| CN105649197A (en) * | 2016-01-31 | 2016-06-08 | 江苏扬建集团有限公司 | Post-pouring belt construction method conducted under green-landscape-first condition |
| CN110552378A (en) * | 2018-06-04 | 2019-12-10 | 深圳建业工程集团股份有限公司 | Underground space roof subsides post-cast strip and seals structure in advance |
| CN110258651A (en) * | 2019-07-16 | 2019-09-20 | 中城投集团第六工程局有限公司 | Basement roof post-cast strip shifts to an earlier date enclosed construction and construction method |
| CN110593320A (en) * | 2019-08-27 | 2019-12-20 | 中建四局第六建筑工程有限公司 | Early sealing structure for outer wall post-cast strip and construction method thereof |
| CN211395768U (en) * | 2019-08-27 | 2020-09-01 | 中建四局第六建筑工程有限公司 | Outer wall post-cast strip is enclosed construction in advance |
| CN212153770U (en) * | 2020-04-17 | 2020-12-15 | 山东天齐置业集团股份有限公司 | Garage post-cast strip seals construction structures in advance |
| CN214245847U (en) * | 2020-12-21 | 2021-09-21 | 中国建筑第四工程局有限公司 | Subside post-cast strip structure sealed in advance |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114411817A (en) * | 2022-02-16 | 2022-04-29 | 中国建筑第八工程局有限公司 | Basement roof post-cast strip local advanced sealing structure and construction method thereof |
| CN114411817B (en) * | 2022-02-16 | 2024-03-12 | 中国建筑第八工程局有限公司 | Basement roof post-pouring strip local advanced sealing structure and construction method thereof |
| CN114892831A (en) * | 2022-07-13 | 2022-08-12 | 中国建筑第五工程局有限公司 | Early sealing structure for post-cast strip settlement |
| CN114892831B (en) * | 2022-07-13 | 2022-09-23 | 中国建筑第五工程局有限公司 | Early sealing structure for post-cast strip settlement |
| CN115324214A (en) * | 2022-07-28 | 2022-11-11 | 中国建筑第五工程局有限公司 | Pre-sealing structure of post-cast strip subsides |
| CN115324214B (en) * | 2022-07-28 | 2024-01-26 | 中国建筑第五工程局有限公司 | Sedimentation post-pouring belt pre-sealing structure |
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