CN206245338U - Construction elevator foundation structure of double-layer raft plate - Google Patents
Construction elevator foundation structure of double-layer raft plate Download PDFInfo
- Publication number
- CN206245338U CN206245338U CN201621179259.8U CN201621179259U CN206245338U CN 206245338 U CN206245338 U CN 206245338U CN 201621179259 U CN201621179259 U CN 201621179259U CN 206245338 U CN206245338 U CN 206245338U
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- China
- Prior art keywords
- raft plate
- double
- support column
- construction elevator
- raft
- Prior art date
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- Expired - Fee Related
Links
- 238000010276 construction Methods 0.000 title claims abstract description 53
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 11
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 239000000758 substrate Substances 0.000 claims description 4
- 239000004567 concrete Substances 0.000 description 6
- 239000002689 soil Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 241001310793 Podium Species 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- FGIUAXJPYTZDNR-UHFFFAOYSA-N potassium nitrate Chemical compound [K+].[O-][N+]([O-])=O FGIUAXJPYTZDNR-UHFFFAOYSA-N 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The utility model relates to a construction elevator foundation structure technical field discloses a construction elevator foundation structure of double-deck raft board. The utility model discloses set up in the foundation ditch, including reinforced concrete raft and support column, reinforced concrete raft includes bottom raft and top layer raft, and bottom raft sets up on the bottom bed course, and the bottom bed course is located basic holding power layer, and the central point of bottom raft puts and is provided with the support column, and the support column is reinforced concrete frame post, and backfill has backfilled basis around the support column, sets up the roof bed course on the backfilling basis on the support column top, is provided with the top layer raft on the roof bed course. The utility model discloses stability can be good, bears the dynamic height, and the construction is simple and convenient, and the security performance is high.
Description
Technical field
The utility model is related to basic structure of construction elevator technical field, the construction electricity of more particularly to a kind of double-deck raft plate
Ladder foundation structure.
Background technology
At present in the work progress of skyscraper, due to the reasons such as basement, podium and pattern foundation pit supporting structure backfill, construction
Elevator basis typically can not be all placed directly onto on ground, and most construction elevator basis is terminated in foundation construction, and the earthwork is returned
Constructed again after filling out, elevator basis generally individual layer raft is board-like, because backfill material is generally miscellaneous fill, rubble, stone nitre, brick slag
Hierarchical is compacted, and elevator basis is seated when in backfill, is easily influenceed by sleety weather, produces differential settlement, cracking, exists
Larger potential safety hazard.When the building number of plies is higher, side slope, bank protection also by construction elevator basis instrument in skyscraper
On, its soil property is soft, easily causes the inclination and sinking on elevator basis, there is potential safety hazard.
Utility model content
A kind of stability of the utility model offer is good, high capacity, easy construction, security performance double-deck raft plate high
Basic structure of construction elevator.
The technical problem to be solved is：Traditional construction elevator basis cannot be arranged on ground, there is certain bearing capacity
Deficiency, stability problem not high, with certain potential safety hazard.
In order to solve the above technical problems, the utility model is adopted the following technical scheme that：
The basic structure of construction elevator of the utility model bilayer raft plate, is arranged in foundation ditch, including Reinforced Concrete Raft plate
And support column, the Reinforced Concrete Raft plate includes bottom raft plate and top layer raft plate, and bottom raft plate is arranged on bottom cushion, bottom
Plate bed course is located on essential bearing stratum, and the center of bottom raft plate is provided with support column, and support column is steel reinforced concrete frame post,
Support column surrounding is backfilled with back filled foundation, and top board bed course is set on the back filled foundation on support column top, is provided with top board bed course
Top layer raft plate.
The basic structure of construction elevator of the utility model bilayer raft plate, further, the bottom cushion and top board bed course
Formed using C15 concretings.
The basic structure of construction elevator of the utility model bilayer raft plate, further, the bottom cushion and top board bed course
Thickness be 50-150mm, the absolute altitude of bottom cushion is identical with the absolute altitude of building substrate.
The basic structure of construction elevator of the utility model bilayer raft plate, further, configuration is double-deck in the bottom raft plate
Two-way concrete slab, is formed using C30 concretings.
The basic structure of construction elevator of the utility model bilayer raft plate, further, the thickness of the bottom raft plate is
400-500mm。
The basic structure of construction elevator of the utility model bilayer raft plate, further, the top surface absolute altitude of the support column is low
In the absolute altitude 50-100mm of back filled foundation.
The basic structure of construction elevator of the utility model bilayer raft plate, further, configuration is double-deck in the top layer raft plate
Two-way concrete slab, is formed using C30 concretings.
The basic structure of construction elevator of the utility model bilayer raft plate, further, the thickness of the top layer raft plate is
350-450mm, the absolute altitude 100-200mm of the top mark higher than construction elevator road surface of top layer raft plate.
The basic structure of construction elevator of the utility model bilayer raft plate has the advantages that compared with prior art：
The basis that the basic structure of construction elevator of the utility model bilayer raft plate is combined using double-deck raft plate with support column
Support, is set directly in the foundation ditch of ground, and construction elevator essential bearing stratum is reduced into balcony essential bearing stratum by backfill,
The directly fixed stability in bottom is ensured；The construction of bottom raft plate and carriage post was first carried out before backfill, is returned
The construction of top layer Base isolation system, the back filled foundation of support column surrounding backfill, by being compacted layer by layer, to support are carried out after the completion of filling out again
Post also plays firm effect；Support column shores top layer raft plate, eliminates the elevator basis of backfill differential settlement generation
The adverse effects such as deformation, sedimentation, effectively increase the security on construction elevator basis.
The basic structure of construction elevator to double-deck raft plate of the present utility model is described further below in conjunction with the accompanying drawings.
Brief description of the drawings
Fig. 1 is the structural representation of the basic structure of construction elevator of the utility model bilayer raft plate.
Reference：
1- bottom raft plates；2- top layer raft plates；3- bottom cushions；4- support columns；5- back filled foundations；6- top board bed courses.
Specific embodiment
As shown in figure 1, the basic structure of construction elevator of the utility model bilayer raft plate is arranged in foundation ditch, including reinforcing bar is mixed
Solidifying soil raft plate and support column 4, Reinforced Concrete Raft plate include bottom raft plate 1 and top layer raft plate 2, and bottom raft plate 1 is arranged at base plate
On bed course 3, bottom cushion 3 is located on essential bearing stratum, and bottom cushion 3 is formed using C15 concretings, bottom cushion 3
Thickness is 50-150mm, and the absolute altitude of bottom cushion 3 is identical with the absolute altitude of building substrate, configuration double-layer double-direction steel in bottom raft plate 1
Muscle, is formed using C30 concretings, and the thickness of bottom raft plate 1 is 400-500mm, and the center of bottom raft plate 1 is provided with
Support column 4, support column 4 is steel reinforced concrete frame post, and back filled foundation 5, the top surface absolute altitude of support column 4 are backfilled with around support column 4
Less than the absolute altitude 50-100mm of back filled foundation 5, top board bed course 6 is set, top board bed course 6 is adopted on the back filled foundation 5 on the top of support column 4
Formed with C15 concretings are poured, the thickness of top board bed course 6 is 50-150mm, and top layer raft plate 2 is provided with top board bed course 6,
Configuration double-layer double-direction reinforcing bar, is formed using C30 concretings in top layer raft plate 2, and the thickness of top layer raft plate 2 is 350-450mm,
Absolute altitude 100-200mm of the top mark of top layer raft plate 2 higher than construction elevator road surface.
The construction method of the basic structure of construction elevator of the utility model bilayer raft plate is specific as follows：
Step one, bottom cushion construction：Before the basis backfill of construction balcony, C15 coagulations are poured on blinding layer
Native bottom cushion 3, the thickness of bottom cushion 3 is 50-150mm, and the area of bottom cushion 3 is extended out with the size according to elevator basis
100mm is standard, and the absolute altitude of bottom cushion 3 is identical with the absolute altitude of building substrate；
Step 2, the construction of bottom raft plate：Accurately measured and unwrapping wire according to arrangement and method for construction, it is enterprising in bottom cushion 3
The colligation of row reinforcing bar and template-setup, it is ensured that the cross centre line of bottom cushion 3 is accurately weighed with the cross centre line of bottom raft plate 1
It is folded, then formed with C30 concretings, after concrete reaches some strength, carry out form removable；
Step 3, support column construction：Steel reinforcement cage is set in the center of bottom raft plate 1, template is built, is then mixed
Solidifying soil is poured, and after concrete reaches some strength, carries out form removable；
Step 4, back filled foundation：Then to basic backfill is carried out in foundation ditch, in the surrounding compaction in layers of support column 4, support column
Absolute altitude 50-100mm of the 4 top surface absolute altitude less than back filled foundation 5；
Step 5, top board cushion construction：After the basis backfill of construction balcony, on the back filled foundation 5 on the top of support column 4
C15 concrete rooves bed course 6 is poured, the thickness of top board bed course 6 is 50-150mm, and the area of top board bed course 6 is with according to elevator base
The size of plinth extends out 100mm for standard；
Step 6, the construction of top layer raft plate：Reinforcing bar colligation is carried out on top board bed course 6 and template is built, it is ensured that the He of support column 4
The cross centre line of top board bed course 6 is accurately overlap with the cross centre line of top layer raft plate 2, is then formed with C30 concretings,
After concrete reaches some strength, form removable is carried out, the thickness of top layer raft plate 2 is 350-450mm, the top of top layer raft plate 2
Absolute altitude 100-200mm of the absolute altitude higher than construction elevator road surface.
Embodiment described above is only that preferred embodiment of the present utility model is described, not to this practicality
New scope is defined, and on the premise of the utility model design spirit is not departed from, those of ordinary skill in the art are to this
Various modifications and improvement that the technical scheme of utility model is made, all should fall into the protection of the utility model claims determination
In the range of.
Claims (8)
1. the basic structure of construction elevator of double-deck raft plate, is arranged in foundation ditch, it is characterised in that：Including Reinforced Concrete Raft plate and
Support column（4）, the Reinforced Concrete Raft plate include bottom raft plate（1）With top layer raft plate（2）, bottom raft plate（1）It is arranged at bottom
Plate bed course（3）On, bottom cushion（3）On essential bearing stratum, bottom raft plate（1）Center be provided with support column（4）,
Support column（4）It is steel reinforced concrete frame post, support column（4）Surrounding is backfilled with back filled foundation（5）, support column（4）The backfill on top
Basis（5）Upper setting top board bed course（6）, top board bed course（6）On be provided with top layer raft plate（2）.
2. the basic structure of construction elevator of double-deck raft plate according to claim 1, it is characterised in that：The bottom cushion
（3）With top board bed course（6）Formed using C15 concretings.
3. the basic structure of construction elevator of double-deck raft plate according to claim 2, it is characterised in that：The bottom cushion
（3）With top board bed course（6）Thickness be 50-150mm, the bottom cushion（3）Absolute altitude with building substrate absolute altitude it is identical.
4. the basic structure of construction elevator of double-deck raft plate according to claim 1, it is characterised in that：The bottom raft plate
（1）Interior configuration double-layer double-direction reinforcing bar, is formed using C30 concretings.
5. the basic structure of construction elevator of double-deck raft plate according to claim 4, it is characterised in that：The bottom raft plate
（1）Thickness be 400-500mm.
6. the basic structure of construction elevator of double-deck raft plate according to claim 1, it is characterised in that：The support column（4）
Top surface absolute altitude be less than back filled foundation（5）Absolute altitude 50-100mm.
7. the basic structure of construction elevator of double-deck raft plate according to claim 1, it is characterised in that：The top layer raft plate
（2）Interior configuration double-layer double-direction reinforcing bar, is formed using C30 concretings.
8. the basic structure of construction elevator of double-deck raft plate according to claim 7, it is characterised in that：The top layer raft plate
（2）Thickness be 350-450mm, top layer raft plate（2）Absolute altitude 100-200mm of the top mark higher than construction elevator road surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621179259.8U CN206245338U (en) | 2016-10-27 | 2016-10-27 | Construction elevator foundation structure of double-layer raft plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621179259.8U CN206245338U (en) | 2016-10-27 | 2016-10-27 | Construction elevator foundation structure of double-layer raft plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206245338U true CN206245338U (en) | 2017-06-13 |
Family
ID=58997219
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621179259.8U Expired - Fee Related CN206245338U (en) | 2016-10-27 | 2016-10-27 | Construction elevator foundation structure of double-layer raft plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206245338U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112074640A (en) * | 2019-04-02 | 2020-12-11 | 株式会社璞莱克斯 | Concrete foundation structure and its construction method |
| CN113417310A (en) * | 2021-06-02 | 2021-09-21 | 中建二局第四建筑工程有限公司 | Construction method for foundation of column cap type elevator |
-
2016
- 2016-10-27 CN CN201621179259.8U patent/CN206245338U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112074640A (en) * | 2019-04-02 | 2020-12-11 | 株式会社璞莱克斯 | Concrete foundation structure and its construction method |
| US11047103B2 (en) | 2019-04-02 | 2021-06-29 | Prex Co., Ltd | Concrete foundation structure and method for constructing same |
| AU2019439273B2 (en) * | 2019-04-02 | 2021-10-28 | Prex Co., Ltd | Concrete foundation structure and construction method for same |
| CN113417310A (en) * | 2021-06-02 | 2021-09-21 | 中建二局第四建筑工程有限公司 | Construction method for foundation of column cap type elevator |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170613 Termination date: 20171027 |
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| CF01 | Termination of patent right due to non-payment of annual fee |