CN110552378A - Underground space roof subsides post-cast strip and seals structure in advance - Google Patents
Underground space roof subsides post-cast strip and seals structure in advance Download PDFInfo
- Publication number
- CN110552378A CN110552378A CN201810562274.8A CN201810562274A CN110552378A CN 110552378 A CN110552378 A CN 110552378A CN 201810562274 A CN201810562274 A CN 201810562274A CN 110552378 A CN110552378 A CN 110552378A
- Authority
- CN
- China
- Prior art keywords
- post
- cast strip
- concrete pouring
- underground space
- construction
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
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
Landscapes
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model provides an underground space roof subsides post-cast strip enclosed construction in advance, aims at solving the construction of underground space roof subsides post-cast strip among the prior art and need wait to subside the stable construction of carrying on waterproof layer, backfill etc. again and lead to the defect that the engineering period is long, provides an underground space roof subsides post-cast strip enclosed construction in advance, including the subsides post-cast strip of reserving, embedded the stagnant water steel sheet that sets up in the left and right sides edge of subsiding the post-cast strip, lay the supporting template in the subsidence space bottom surface of subsiding the post-cast strip, hug closely the closing cap that sets up in the subsidence space upper portion of subsiding the post-cast strip, through set up the pouring hole on the closing cap and the concrete placement outer tube that subsides the subsidence space upper portion of post-cast strip and communicate, concrete placement. The method is mainly used for construction of the top plate settlement post-cast strip of the underground space, and compared with the traditional construction scheme, the construction time can be greatly shortened.
Description
Technical Field
The invention relates to the technical field of buildings, in particular to an advanced sealing structure of a top plate settlement post-cast strip of an underground space.
Background
the underground space and the main building around the underground space have large pressure difference to the base due to dead weight, and meanwhile, when the length of the underground space structure in the longitudinal direction and the transverse direction exceeds the specification of the maximum interval of the standard expansion joint, temporary construction joints are required to be reserved at corresponding positions to digest, subside, shrink and deform, and concrete is used for pouring compactly after a period of time. The settlement joint must be sealed at the main building structure, and the fitment is built by laying bricks or stones and is accomplished, can seal after the main building subsides stably, then at the top surface construction waterproof layer of underground space, backfill soil, pipeline and afforestation etc. this kind of construction method has a long term, is unfavorable for the arrangement of the total time limit of construction.
Disclosure of Invention
The technical problem to be solved by the invention is as follows: the utility model provides an underground space roof post-cast strip enclosed construction in advance can seal underground space roof post-cast strip in advance, when guaranteeing major structure safety, reduces the engineering time.
The technical scheme adopted by the invention is as follows: the utility model provides an underground space roof subsides post-cast strip enclosed construction in advance, includes the subsides post-cast strip of reservation, embedded setting is at the stagnant water steel sheet of subsiding the left and right sides edge of post-cast strip, lays the support template in the subsidence space bottom surface of subsiding the post-cast strip, hugs closely the closing cap who sets up on the subsidence space upper portion of subsiding the post-cast strip, through setting up the concrete placement outer tube that pouring hole and the subsidence space intercommunication of subsiding the post-cast strip on the closing cap, concrete placement outer tube perpendicular to closing cap place plane.
The invention has the beneficial effects that: the invention can seal the post-cast strip of the top plate of the underground space in advance, and reduce the construction time while ensuring the safety of the main structure.
The invention is further described with reference to the following figures and detailed description.
Drawings
FIG. 1 is a schematic structural diagram of the present invention;
FIG. 2 is a schematic view showing a connection relationship between a concrete-poured outer pipe and a concrete-poured inner pipe according to the present invention.
In the attached drawing, 1 is a settlement space, 2 is a supporting template, 3 is a water steel plate, 4 is a closed cover plate, 4-1 is a pouring hole, 5 is a concrete pouring outer pipe, 5-1 is a limiting boss, 6 is a concrete pouring inner pipe, 7 is a waterproof layer, and 8 is backfill soil.
Detailed Description
Referring to the attached drawing 1, the underground space roof settlement post-cast strip advanced sealing structure comprises a reserved settlement post-cast strip, water stop steel plates 3 embedded into the edges of the left side and the right side of the settlement post-cast strip, a supporting template 2 laid on the bottom surface of the settlement space 1 of the settlement post-cast strip, a sealing cover plate 4 tightly attached to the upper portion of the settlement space 1 of the settlement post-cast strip, and a concrete pouring outer pipe 5 communicated with the settlement space 1 of the settlement post-cast strip through a pouring hole 4-1 formed in the sealing cover plate 4, wherein the concrete pouring outer pipe 5 is perpendicular to the plane of the sealing cover plate 4.
During construction, after the sealing cover plate 4 is paved on the reserved sedimentation post-cast strip when the structure is not settled stably, the waterproof layer 7 can be constructed on the sealing cover plate 4 in advance, the backfill soil 8 is filled, and the self-compacting cement sealing post-cast strip is built from the concrete pouring outer pipe 5 after the sedimentation is stable, so that the problem that the traditional construction needs to wait for 45 days to two months for sedimentation stability and then perform subsequent construction of the waterproof layer 7, the backfill soil 8 and the like is solved, and the construction period is shortened.
In view of the problem that the outer concrete pouring pipe 5 cannot be taken out of the closing cover 4 after the self-compacting cement and the backfill are poured, the present embodiment further includes an inner concrete pouring pipe 6 having an outer diameter smaller than the inner diameter of the outer concrete pouring pipe 5, and the inner concrete pouring pipe 6 is sleeved in the outer concrete pouring pipe 5 to form a connecting structure capable of sliding along the axial direction of the outer concrete pouring pipe 5. After the concrete pouring outer pipe 5 is arranged, the self-compacting cement is poured from the concrete pouring outer pipe 5 instead of the concrete pouring inner pipe 6, the concrete pouring inner pipe 6 can be directly covered when backfilling, and the concrete pouring outer pipe 5 can be conveniently taken out after the self-compacting cement is poured.
In the embodiment, as shown in fig. 2, a limiting boss 5-1 for limiting the sliding position of the concrete pouring inner pipe 6 is further arranged on the inner diameter of the concrete pouring outer pipe 5, and the limiting boss 5-1 is preferably in a circular ring structure.
Claims (4)
1. The utility model provides an underground space roof subsides post-cast strip enclosed construction in advance which characterized in that: the concrete pouring post-cast strip comprises a reserved sedimentation post-cast strip, water stop steel plates (3) embedded and arranged at the edges of the left side and the right side of the sedimentation post-cast strip, a supporting template (2) paved on the bottom surface of a sedimentation space (1) of the sedimentation post-cast strip, a sealing cover plate (4) tightly attached to the upper part of the sedimentation space (1) of the sedimentation post-cast strip, and a concrete pouring outer pipe (5) communicated with the sedimentation space (1) of the sedimentation post-cast strip through pouring holes (4-1) formed in the sealing cover plate (4), wherein the concrete pouring outer pipe (5) is perpendicular to the plane where the sealing cover plate (4) is located.
2. The underground space roof settlement post-cast strip early closing structure of claim 1, wherein: the concrete pouring outer pipe is characterized by further comprising a concrete pouring inner pipe (6) with the outer diameter smaller than the inner diameter of the concrete pouring outer pipe (5), and the concrete pouring inner pipe (6) is sleeved in the concrete pouring outer pipe (5) to form a connecting structure capable of sliding along the axial direction of the concrete pouring outer pipe (5).
3. The underground space roof settlement post-cast strip early closing structure of claim 2, wherein: and a limiting boss (5-1) used for limiting the sliding position of the concrete pouring inner pipe (6) is arranged on the inner diameter of the concrete pouring outer pipe (5).
4. The underground space roof settlement post-cast strip early closing structure of claim 3, wherein: the limiting boss (5-1) is in a circular ring shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810562274.8A CN110552378A (en) | 2018-06-04 | 2018-06-04 | Underground space roof subsides post-cast strip and seals structure in advance |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810562274.8A CN110552378A (en) | 2018-06-04 | 2018-06-04 | Underground space roof subsides post-cast strip and seals structure in advance |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110552378A true CN110552378A (en) | 2019-12-10 |
Family
ID=68735408
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810562274.8A Pending CN110552378A (en) | 2018-06-04 | 2018-06-04 | Underground space roof subsides post-cast strip and seals structure in advance |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110552378A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112343091A (en) * | 2020-12-21 | 2021-02-09 | 中国建筑第四工程局有限公司 | Subside post-cast strip structure sealed in advance |
| 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 |
-
2018
- 2018-06-04 CN CN201810562274.8A patent/CN110552378A/en active Pending
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112343091A (en) * | 2020-12-21 | 2021-02-09 | 中国建筑第四工程局有限公司 | Subside post-cast strip structure sealed in advance |
| 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 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102758451B (en) | Concrete cable channel construction process | |
| CN210031914U (en) | Assembled inspection shaft | |
| CN203222815U (en) | Composite basement-structure exterior wall construction formed by utilizing underground diaphragm wall | |
| CN206376276U (en) | A kind of prefabricated pipe gallery | |
| CN110552378A (en) | Underground space roof subsides post-cast strip and seals structure in advance | |
| CN206408655U (en) | The top plate sidewall structure of covered back-digging construction | |
| CN105350581A (en) | Advanced sealing structure for basement top slab settlement post-cast strips | |
| CN113293802A (en) | Construction method of inspection well | |
| CN109914644A (en) | A kind of assembled heat insulation masonry wall and preparation method thereof | |
| CN104099946A (en) | Novel jacking pipe intersegment overhaul well | |
| CN206973068U (en) | A kind of through-flooring is pre-buried to use the pre-buried adapter of flexible interface adjusting center | |
| CN105756102A (en) | Waterproof structure and process of integrated underground diaphragm wall and basement exterior wall | |
| CN103205986A (en) | Concrete raft foundation construction-joint grouting device and construction method | |
| CN211312769U (en) | Connecting member of plastic pipe and concrete prefabricated inspection well | |
| CN210459317U (en) | Pre-buried festival watertight fittings of tower crane | |
| CN109555902B (en) | Method for installing pipeline | |
| CN210288465U (en) | Assembled retaining wall post-cast strip plugging member | |
| CN204551694U (en) | A kind of pre-buried type balcony floor drain | |
| CN201554042U (en) | Installer for diaphragm wall connector flexible water stops | |
| CN217679289U (en) | Underground structure induced seam system | |
| CN105926665A (en) | Prefabricated large-sized building block assembly type concrete drainage pipeline base and construction method thereof | |
| CN216787229U (en) | Basement outer wall post-cast strip assembled shutoff steel sheet structure | |
| CN110056071A (en) | A kind of municipal administration storm sewer assembling module and construction method | |
| CN107023061B (en) | Assembled plastic municipal drainage inspection well and construction method | |
| CN111335445B (en) | Construction method of concrete catch basin by using steel pipe as inner mold |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20191210 |