CN106869157A - It is provided with the foundation structure exterior wall and interior wall synchronous construction engineering method of pumping equipment - Google Patents
It is provided with the foundation structure exterior wall and interior wall synchronous construction engineering method of pumping equipment Download PDFInfo
- Publication number
- CN106869157A CN106869157A CN201710104074.3A CN201710104074A CN106869157A CN 106869157 A CN106869157 A CN 106869157A CN 201710104074 A CN201710104074 A CN 201710104074A CN 106869157 A CN106869157 A CN 106869157A
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- China
- Prior art keywords
- foundation structure
- interior wall
- construction
- stair
- wall
- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
Abstract
The invention discloses a kind of foundation structure exterior wall for being provided with pumping equipment and interior wall synchronous construction engineering method, it is characterised in that comprise the following steps：Step one：Construction foundation structure exterior wall, synchronous construction foundation structure interior wall is first constructed part, and floor, stair landing, stair side bar, stair step；Step 2：The waterproof layer of the inner side of construction foundation structure exterior wall；Step 3：Construction drainage system, and debugging drainage system, it is qualified to reach；Step 4：Constructed part after construction foundation structure interior wall.Beneficial aspects of the invention：Optimized integration structure interior wall and exterior wall synchronous construction, comprising stair landing, stair side bar, stair step and floor；The duration is saved, by critical process --- " drainage system is applied and debugged " operation, it is changed into non-key operation, save the duration used by " drainage system is applied and debugged " operation.
Description
Technical field
The present invention relates to building engineering construction field, and in particular to a kind of foundation structure exterior wall for being provided with pumping equipment with it is interior
Wall synchronous construction engineering method.
Background technology
In deep foundation engineering construction, some classification of waterproof underground engineering higher, such as transformer room is, it is necessary in foundation structure
Inner side of outer wall sets one interior wall (hereinafter referred to as " exterior wall ", " interior wall "), and individual drainage is provided between exterior wall and interior wall
System, has reached waterproof effect higher.In construction, it is necessary to first by drainage system construction finish, and debug pass through after, ability
Construction interior wall.And when inner wall section is provided with stair, and together with stair step pours with wall, that is to say, that stair step
It is to be carried by wall.The construction precondition of general stair is that the vertical structure (reinforced concrete wall) of stair both sides is applied
Work is finished.Therefore, the part interior wall for being provided with stair is not constructed, then stair cannot construct, then stair construction will postpone " draining system
System is applied and debugged " duration used by operation.Total lever factor will also extend the duration used by " drainage system is applied and debugged " operation.
The content of the invention
Regarding to the issue above, it is same with interior wall the purpose of the present invention is to propose to a kind of foundation structure exterior wall for being provided with pumping equipment
Step construction, by the first construction portion of the structures such as floor, stair landing, stair side bar, stair step and foundation structure interior wall
Divide synchronous construction, part is first constructed as floor, stair landing, stair side bar, stair step using foundation structure interior wall
Isostructural supporting member.Interior wall beyond the structures such as floor, stair landing, stair side bar, stair step is non-principal
Weight bearing area, takes interval to stay and sets hole, part of being constructed after structure interior wall based on the part.The purpose is to be easy to construction in later period
The waterproof layer and drainage system of the inner side of foundation structure exterior wall.The position and size for setting are stayed in hole, should confirm through design checking.
The present invention solves the technical scheme that is used of above-mentioned technical problem：It is a kind of to be provided with outside the foundation structure of pumping equipment
Wall and interior wall synchronous construction engineering method, it is characterised in that comprise the following steps：
Step one：Construction foundation structure exterior wall, synchronous construction foundation structure interior wall is first constructed part, and floor, stair
Half space, stair side bar, stair step；
Step 2：The waterproof layer of the inner side of construction foundation structure exterior wall；
Step 3：Construction drainage system, and debugging drainage system, it is qualified to reach；
Step 4：Constructed part after construction foundation structure interior wall.
Further, foundation structure interior wall first constructs part for supporting part in the step one, the base in the step 4
Part is constructed after plinth structure interior wall for non-bearing part.
Further, constructed after the foundation structure interior wall in the step 4 and partly take the form of construction work of reserved opening.
The advantage of the invention is that：
1st, optimized integration structure interior wall and exterior wall synchronous construction, comprising stair landing, stair side bar, stair step with
Floor；
2nd, the duration is saved, by critical process --- " drainage system is applied and debugged " operation, it is changed into non-key operation, save
Duration used by " drainage system is applied and debugged " operation.
Brief description of the drawings
In order to illustrate more clearly of the specific embodiment of the invention or technical scheme of the prior art, below will be to specific
The accompanying drawing to be used needed for implementation method or description of the prior art is briefly described, it should be apparent that, in describing below
Accompanying drawing is some embodiments of the present invention, for those of ordinary skill in the art, before creative work is not paid
Put, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is top view of the invention.
Fig. 2 is the sectional view at 1-1 in Fig. 1.
Fig. 3 is the sectional view at 2-2 in Fig. 1.
Fig. 4 is the sectional view at 3-3 in Fig. 1.
Wherein：
1-foundation structure exterior wall 2-foundation structure, 3-stair landing of interior wall
4-stair side bar 5-foundation structure post 6-foundation structure interior wall is first constructed part
Construction part 8-floor, 9-stair stringer after 7-foundation structure interior wall
10-drainage system, 11-sole plate, 12-stair step
Specific embodiment
Technical scheme is clearly and completely described below in conjunction with accompanying drawing, it is clear that described implementation
Example is a part of embodiment of the invention, rather than whole embodiments.Based on the embodiment in the present invention, ordinary skill
The every other embodiment that personnel are obtained under the premise of creative work is not made, belongs to the scope of protection of the invention.
In the description of the invention, it is necessary to explanation, term " " center ", " on ", D score, "left", "right", " vertical ",
The orientation or position relationship of the instruction such as " level ", " interior ", " outward " be based on orientation shown in the drawings or position relationship, merely to
Be easy to the description present invention and simplify describe, rather than indicate imply signified device or element must have specific orientation,
With specific azimuth configuration and operation, therefore it is not considered as limiting the invention.Additionally, term " first ", " second ",
" the 3rd " is only used for describing purpose, and it is not intended that indicating or implying relative importance.
As illustrated, construction is comprised the following steps：
Step one：Construction foundation structure exterior wall 1, synchronous construction foundation structure interior wall is first constructed part 6, and floor 8, stair
Half space 3, stair side bar 4, stair step 12；
Step 2：The waterproof layer of the inner side of construction foundation structure exterior wall 1, i.e. brushing water conduction fracture；
Step 3：Construction drainage system 10, and debugging drainage system 10, it is qualified to reach；
Step 4：Construction part 7 after construction foundation structure interior wall.
Work progress is as follows：
1st, the structure such as floor 8, stair landing 3, stair side bar 4, stair step 12 and foundation structure interior wall are first constructed
The synchronous construction of part 6, part 6 is first constructed as floor 8, stair landing 3, stair side bar 4, building using foundation structure interior wall
The isostructural supporting member of ladder rung 12.
2nd, the interior wall beyond the structure such as floor 8, stair landing 3, stair side bar 4, stair step 12 is held for non-principal
Weight position, takes interval to stay and sets hole, part 7 of being constructed after structure interior wall based on the part.The purpose is to be easy to construction in later period
The waterproof layer and drainage system 10 of the inner side of foundation structure exterior wall 1.
3rd, the position and size for setting are stayed in hole, should confirm through design checking.
Finally it should be noted that：Various embodiments above is merely illustrative of the technical solution of the present invention, rather than its limitations；To the greatest extent
Pipe has been described in detail with reference to foregoing embodiments to the present invention, it will be understood by those within the art that：Its according to
The technical scheme described in foregoing embodiments can so be modified, or which part or all technical characteristic are entered
Row equivalent；And these modifications or replacement, the essence of appropriate technical solution is departed from various embodiments of the present invention technology
The scope of scheme.
Claims (3)
1. a kind of foundation structure exterior wall for being provided with pumping equipment and interior wall synchronous construction engineering method, it is characterised in that including following step
Suddenly：
Step one：Construction foundation structure exterior wall, synchronous construction foundation structure interior wall is first constructed part, and the rest of floor, stair
Platform, stair side bar, stair step；
Step 2：The waterproof layer of the inner side of construction foundation structure exterior wall；
Step 3：Construction drainage system, and debugging drainage system, it is qualified to reach；
Step 4：Constructed part after construction foundation structure interior wall.
2. a kind of foundation structure exterior wall for being provided with pumping equipment according to claim 1 and interior wall synchronous construction engineering method, its
It is characterised by, foundation structure interior wall first constructs part for supporting part in the step one, the foundation structure in the step 4
Part is constructed after interior wall for non-bearing part.
3. a kind of foundation structure exterior wall for being provided with pumping equipment according to claim 2 and interior wall synchronous construction engineering method, its
It is characterised by, the form of construction work of reserved opening is taken in part of being constructed after the foundation structure interior wall in the step 4.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710104074.3A CN106869157B (en) | 2017-02-24 | 2017-02-24 | Foundation structure exterior wall and interior wall synchronous construction engineering method equipped with pumping equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710104074.3A CN106869157B (en) | 2017-02-24 | 2017-02-24 | Foundation structure exterior wall and interior wall synchronous construction engineering method equipped with pumping equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106869157A true CN106869157A (en) | 2017-06-20 |
| CN106869157B CN106869157B (en) | 2018-11-30 |
Family
ID=59169106
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710104074.3A Active CN106869157B (en) | 2017-02-24 | 2017-02-24 | Foundation structure exterior wall and interior wall synchronous construction engineering method equipped with pumping equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106869157B (en) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06185079A (en) * | 1992-12-17 | 1994-07-05 | Kajima Corp | Sump water pit structure of underground foundation |
| CN202945619U (en) * | 2012-11-26 | 2013-05-22 | 新宇建设有限公司 | Basement wall and baseplate waterproof and drainage structure |
-
2017
- 2017-02-24 CN CN201710104074.3A patent/CN106869157B/en active Active
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06185079A (en) * | 1992-12-17 | 1994-07-05 | Kajima Corp | Sump water pit structure of underground foundation |
| CN202945619U (en) * | 2012-11-26 | 2013-05-22 | 新宇建设有限公司 | Basement wall and baseplate waterproof and drainage structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106869157B (en) | 2018-11-30 |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information |
Address after: 300300 8 Ping Ying Road, Dongli District, Tianjin Applicant after: Tianjin General Group Co., Ltd. Address before: 300300 Binying Road No. 8, Dongli District, Tianjin, Binhai Commission 5032-39 Applicant before: Total Group Co.,Ltd that builds is lived in Tianjin |
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| CB02 | Change of applicant information | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |