CN209686461U - Deep basal pit outer wall of basement waterproof system layer - Google Patents
Deep basal pit outer wall of basement waterproof system layer Download PDFInfo
- Publication number
- CN209686461U CN209686461U CN201822229343.1U CN201822229343U CN209686461U CN 209686461 U CN209686461 U CN 209686461U CN 201822229343 U CN201822229343 U CN 201822229343U CN 209686461 U CN209686461 U CN 209686461U
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- China
- Prior art keywords
- protection wall
- wall
- prefabricated
- basement
- upper section
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- 239000010410 layer Substances 0.000 claims abstract description 28
- 239000011241 protective layer Substances 0.000 claims abstract description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 7
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 10
- 230000008961 swelling Effects 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 14
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000010606 normalization Methods 0.000 abstract description 2
- 238000009417 prefabrication Methods 0.000 abstract description 2
- 230000011218 segmentation Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 6
- 238000009415 formwork Methods 0.000 description 4
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000004064 recycling Methods 0.000 description 2
- 238000004078 waterproofing Methods 0.000 description 2
- 239000011449 brick Substances 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The utility model relates to deep basal pit outer wall of basement waterproof system layer, including building enclosure, bed course, prefabricated protection wall upper section, prefabricated protection wall lower section, adjustable socket part, screed-coat, coil waterproof layer and protective layer；The mortise of the tenon of the prefabricated protection wall upper section and the prefabricated protection wall lower section forms complete protection wall by tenon formula grafting; by the adjustable verticality for socketing part and connecting and adjusting protection wall between the building enclosure and the prefabricated protection wall upper section, prefabricated protection wall lower section, the screed-coat, coil waterproof layer and protective layer are successively laid on mat surface and protection surface within the walls.The beneficial effects of the utility model are: the protection wall of the utility model is using the anti-water cutting grafting of tenon formula after segmentation prefabrication and lifting; traditional masonry or cast-in-place concrete structure are substituted, prefabricated components are produced using factory normalization, reliable in quality; construction efficiency is high, and waterproof performance is good.
Description
Technical field
The utility model belongs to housing construction technical field, and in particular to a kind of deep basal pit outer wall of basement combined type
Waterproof layer.
Background technique
In conventional outer wall of basement formwork construction, often using has the two-sided formwork support process of Screw arbor with nut at both-ends.But it builds
If the utilization rate in place is higher and higher, cause the crust of New Buildings with a distance from existing building and facility also increasingly
Closely.Have in construction the requirement for meeting underground construction using working measure, such as vertical retaining wall, reduces fertile groove width
Deng.When encountering the narrow situation of operation side, since the space requirement of personnel's construction is unable to get satisfaction, normal wall is two-sided
Formwork, two side template of wall cannot achieve using the construction technology of the reinforcing of split bolt, to generate unilateral support shuttering construction
Technique.
Outer wall of basement construction based on single side formwork is influenced in limited fertile slot space by live complex working condition,
Its water-proofing treatment has certain problems.Since fertile groove width is smaller, i.e. the space of outer wall of basement and margin of foundation pit is smaller, outside
The waterproof construction space of wall is limited, can not guarantee the concrete quality of outer wall of basement, and existing guarantor using outer anti-outer patch method
Revetment generallys use traditional brick masonry or cast-in-place concrete technique, construction efficiency are to be improved.
Utility model content
The purpose of the utility model is to overcome deficiencies in the prior art, provide a kind of with reliable in quality, high construction efficiency
Convenient, the features such as waterproof performance is good deep basal pit outer wall of basement waterproof system layer.
This deep basal pit outer wall of basement waterproof system layer, including it is building enclosure, bed course, prefabricated protection wall upper section, pre-
System protection wall lower section adjustable sockets part, screed-coat, coil waterproof layer and protective layer；The tenon of the prefabricated protection wall upper section
Head with it is described it is prefabricated protection wall lower section mortise by tenon formula grafting formed completely protect wall, the building enclosure with it is described pre-
Pass through the adjustable verticality for socketing part and connecting and adjusting protection wall, institute between system protection wall upper section, prefabricated protection wall lower section
It states screed-coat, coil waterproof layer and protective layer and is successively laid on mat surface and protection surface within the walls.
As preferred: the adjustable part that sockets includes turnbuckle, pre-buried pedestal, rotating handle and bolt, the gaily decorated basket spiral shell
Silk is preset in building enclosure, prefabricated protection wall upper section and prefabricated protection wall lower section, and turnbuckle is symmetrically arranged with reverse thread, flower
Basket screw both ends are bolted with pre-buried pedestal, and rotating handle is equipped in the middle part of turnbuckle.
As preferred: being additionally provided between the tenon of the prefabricated protection wall upper section and the mortise of the prefabricated protection wall lower section
Water swelling rubber ring.
As preferred: being tamped using cast-in-place concrete in the gap between the building enclosure and protection wall.
As preferred: being basement bottom board and outer wall of basement on the outside of the protective layer.
The beneficial effects of the utility model are:
(1) the protection wall of the utility model is using the anti-water cutting grafting of tenon formula after segmentation prefabrication and lifting, substitute traditional masonry or
Cast-in-place concrete structure, prefabricated components are produced using factory normalization, reliable in quality, and construction efficiency is high, and waterproof performance is good.
(2) it is embedded in the foundation pit enclosure structure of the utility model and adjustable is socketed with what prefabricated protection wall segment was connected
Part, to guarantee its verticality, it is convenient to operate, and recyclable recycling.
Detailed description of the invention
Fig. 1 is the transverse cross of the utility model deep basal pit outer wall of basement waterproof system layer；
Fig. 2 is adjustable in the utility model deep basal pit outer wall of basement waterproof system layer to socket the partially schematic of part
Figure.
Description of symbols: 1- building enclosure；2- bed course；The prefabricated protection wall upper section of 3-；The prefabricated protection wall lower section of 4-；5- can
Mode sockets part；6- screed-coat；7- coil waterproof layer；8- protective layer；9- tenon；10- mortise；11- protects wall；12- gaily decorated basket spiral shell
Silk；The pre-buried pedestal of 13-；14- rotating handle；15- water swelling rubber ring；16- bottom plate；17- bolt；18- outer wall of basement.
Specific embodiment
The utility model is described further below with reference to embodiment.The explanation of following embodiments is only intended to help to manage
Solve the utility model.It should be pointed out that for those skilled in the art, not departing from the utility model principle
Under the premise of, several improvements and modifications can be made to this utility model, these improvement and modification also fall into the utility model
In scope of protection of the claims.
As shown in Fig. 1~2, the deep basal pit outer wall of basement waterproof system layer includes: building enclosure 1, bed course 2, pre-
System protection wall upper section 3, adjustable sockets part 5, screed-coat 6, coil waterproof layer 7 and protective layer 8 at prefabricated protection wall lower section 4；Institute
The mortise 10 of the tenon 9 and the prefabricated protection wall lower section 4 of stating prefabricated protection wall upper section 3 forms complete guarantor by tenon formula grafting
Revetment 11 is socketed by adjustable between the building enclosure 1 and the prefabricated protection wall upper section 3, prefabricated protection wall lower section 4
Part 5 connects and adjusts the verticality of protection wall 11, and the screed-coat 6, coil waterproof layer 7 and protective layer 8 are successively laid on bed course 2
Surface and protection 11 inner surface of wall.
Specifically, the adjustable part 5 that sockets includes being preset at building enclosure 1, prefabricated protection wall upper section 3 and prefabricated guarantor
Turnbuckle 12, pre-buried pedestal 13, rotating handle 14 and bolt 17, the turnbuckle 12 in revetment lower section 4 are symmetrically arranged with reversely
Screw thread, both ends are connect with pre-buried pedestal 13 by bolt 17, and rotation rotating handle 14 can change the adjustable length for socketing part 5；Institute
It states and is additionally provided with water swelling rubber ring between the tenon 9 of prefabricated protection wall upper section 3 and the mortise 10 of the prefabricated protection wall lower section 4
15；The building enclosure 1 and protection wall 11 between gap it is synchronous when pouring exterior wall tamped using cast-in-place concrete, while by
Layer dismounting recycling is adjustable to socket part 5；It is basement bottom board 16 and outer wall of basement 18 on the outside of the protective layer 8.
The process for carrying out water-proofing treatment using deep basal pit outer wall of basement waterproof system layer is as follows:
When construction, first clear up Deep Foundation Pit bottom surface, pour bed course 2, hoisting prefabricated protection wall lower section 4 with bed course 2 is wet connects,
By 12 both ends of turnbuckle respectively with building enclosure 1 and it is prefabricated protection wall lower section 4 in pre-buried pedestal 13 connect to be formed it is adjustable
Part 5 is socketed, the rotating handle 14 that rotary adjustable sockets part 5 is adjusted to prefabricated protection wall lower section 4 and keeps vertical.
The mortise 10 for clearing up prefabricated protection wall lower section 4, water swelling rubber ring 15 is embedded in mortise 10, is then lifted
Prefabricated protection wall upper section 3, makes its tenon 9 and mortise 10 coincide grafting.Equally, by 12 both ends of turnbuckle respectively with building enclosure
1 and it is prefabricated protection wall upper section 3 in pre-buried pedestal 13 connection formed it is adjustable socket part 5, rotary adjustable sockets the rotating handle of part 5
14, which are adjusted to prefabricated protection wall upper section 3, keeps vertically, ultimately forming complete protection wall 11.
Cement mortar screeding layer 6 is smeared on 2 surface of bed course and protection 11 inner surface of wall, is successively laid with coiled material again after its drying
Waterproof layer 7 and protective layer 8 form deep basal pit outer wall of basement waterproof system layer.
Claims (5)
1. deep basal pit outer wall of basement waterproof system layer, which is characterized in that including building enclosure (1), bed course (2), prefabricated guarantor
Revetment upper section (3), prefabricated protection wall lower section (4), it is adjustable socket part (5), screed-coat (6), coil waterproof layer (7) and protection
Layer (8)；The tenon (9) of prefabricated protection wall upper section (3) and the mortise (10) of prefabricated protection wall lower section (4) pass through tenon formula
Grafting, which is formed, completely protects wall (11), under the building enclosure (1) and the prefabricated protection wall upper section (3), prefabricated protection wall
Pass through the adjustable verticality for socketing part (5) and connecting and adjusting protection wall (11), the screed-coat (6), coiled material between section (4)
Waterproof layer (7) and protective layer (8) are successively laid on bed course (2) surface and protection wall (11) inner surface.
2. deep basal pit outer wall of basement waterproof system layer according to claim 1, it is characterised in that: the adjustable drawing
Fitting (5) includes turnbuckle (12), pre-buried pedestal (13), rotating handle (14) and bolt (17), and the turnbuckle (12) is preset
In building enclosure (1), prefabricated protection wall upper section (3) and prefabricated protection wall lower section (4), turnbuckle (12) is symmetrically arranged with reversely
Screw thread, turnbuckle (12) both ends are connect with pre-buried pedestal (13) by bolt (17), and rotating handle is equipped in the middle part of turnbuckle (12)
(14)。
3. deep basal pit outer wall of basement waterproof system layer according to claim 1, it is characterised in that: the prefabricated protection
Water swelling rubber ring is additionally provided between the tenon (9) of wall upper section (3) and the mortise (10) of prefabricated protection wall lower section (4)
(15)。
4. deep basal pit outer wall of basement waterproof system layer according to claim 1, it is characterised in that: the building enclosure
(1) gap between protection wall (11) is tamped using cast-in-place concrete.
5. deep basal pit outer wall of basement waterproof system layer according to claim 1, it is characterised in that: the protective layer
(8) outside is basement bottom board (16) and outer wall of basement (18).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822229343.1U CN209686461U (en) | 2018-12-28 | 2018-12-28 | Deep basal pit outer wall of basement waterproof system layer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822229343.1U CN209686461U (en) | 2018-12-28 | 2018-12-28 | Deep basal pit outer wall of basement waterproof system layer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209686461U true CN209686461U (en) | 2019-11-26 |
Family
ID=68597287
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822229343.1U Active CN209686461U (en) | 2018-12-28 | 2018-12-28 | Deep basal pit outer wall of basement waterproof system layer |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209686461U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113802722A (en) * | 2021-09-23 | 2021-12-17 | 武汉建工集团股份有限公司 | Construction method for recyclable deep foundation pit and outer wall integrated structure |
-
2018
- 2018-12-28 CN CN201822229343.1U patent/CN209686461U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113802722A (en) * | 2021-09-23 | 2021-12-17 | 武汉建工集团股份有限公司 | Construction method for recyclable deep foundation pit and outer wall integrated structure |
| CN113802722B (en) * | 2021-09-23 | 2022-09-06 | 武汉建工集团股份有限公司 | Construction method for recyclable deep foundation pit and outer wall integrated structure |
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| GR01 | Patent grant |