CN207760890U - Poured band of outer wall of basement enclosed construction - Google Patents
Poured band of outer wall of basement enclosed construction Download PDFInfo
- Publication number
- CN207760890U CN207760890U CN201721444092.8U CN201721444092U CN207760890U CN 207760890 U CN207760890 U CN 207760890U CN 201721444092 U CN201721444092 U CN 201721444092U CN 207760890 U CN207760890 U CN 207760890U
- Authority
- CN
- China
- Prior art keywords
- wall
- basement
- steel plate
- poured band
- enclosed 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.)
- Expired - Fee Related
Links
Abstract
The utility model discloses poured band of outer wall of basement enclosed constructions; poured band of outer wall of basement enclosed construction; including protective layer, coiled material, coating, steel plate, layers of two-sided, glued board, bolt and back cord; in wall outer side face, steel plate side is provided with layers of two-sided with wall outer side face junction for the steel plate side fitting setting;Steel plate is provided with coating on the other side far from wall, coiled material is equipped on the coating, pastes matcoveredn on coiled material;The fitting of glued board side is arranged in wall medial surface, and glued board is provided with back cord on the other side;Hole is provided through on glued board;Bolt passes through the through hole welding on glued board on the steel plate.The utility model is gathered materials on the spot, simple in structure, at low cost, advantageous to project cost.Construction method is easy, and quickly, construction quality is good, highly practical, applied widely, can shorten the outer wall of basement backfill time, save the duration.
Description
Technical field
The utility model is related to industry and civil buildings agent structure, more particularly to poured band of outer wall of basement closing knot
Structure.
Background technology
With flourishing for architectural engineering, the requirement for the construction duration is also more and more urgent at present, and builds
The duration of engineering is often limited by the exterior wall backfill of basement.In general, in the construction of outer wall of basement, poured after will being arranged
Band, to prevent and control wall deformation.The construction operation of poured band of outer wall of basement is concerning monolithic architecture construction safety, if place
It is improper to manage, and can leave security risk.Wall body structure at poured band of outer wall of basement needs reinforcement to handle, while improving wall
Intensity is built the ability of anti-rainwater with enhancing, extends the service life of building.
The exterior wall backfill of basement carries out after poured band of outer wall of basement closing, and the closing for how accelerating post-cast strip is applied
Work shortens outer wall of basement and backfills the time, saves the duration, while the service life for improving outer wall of basement is to be badly in need of asking for solution
Topic.
Utility model content
The purpose of this utility model is to provide a kind of poured band of outer wall of basement enclosed constructions, can make outside basement
The wall backfill time shifts to an earlier date significantly, saves the duration, while improving the service life of outer wall of basement.
The utility model adopts the following technical solution:
Poured band of outer wall of basement enclosed construction, including protective layer, coiled material, coating, steel plate, layers of two-sided, glued board, spiral shell
Bolt and back cord, the steel plate side fitting setting are provided with double in wall outer side face, steel plate side with wall outer side face junction
Face glue-line;Steel plate is provided with coating on the other side far from wall, coiled material is equipped on the coating, protection is pasted on coiled material
Layer;
The glued board side fitting is arranged in wall medial surface, and glued board is provided with back cord on the other side;The gluing
Hole is provided through on plate;The bolt passes through the through hole welding on glued board on the steel plate.
Further, the back cord includes horizontal cross bar and vertical upright bar.
Further, the horizontal cross bar and vertical upright bar are steel pipe, diameter of steel tube 20mm-45mm.
Further, the horizontal cross bar is arranged for parallel interval, spacing 450mm;The spacing of the vertical upright bar is
200mm;It is welded and fixed between the horizontal cross bar and vertical upright bar.
Further, the glued plate thickness is 18mm.
Further, the steel plate thickness is 10mm.
Further, the coating is polyurethane.
Further, the coiled material is asphalt felt or macromolecule coiled material.
Further, the protective layer is styrofoam or cystosepiment.
The utility model has the characteristics that and advantageous effect compared with prior art:
(1) the utility model poured band of outer wall of basement enclosed construction, gathers materials on the spot, simple in structure, at low cost, to engineering
Cost is advantageous.
(2) the utility model poured band of outer wall of basement enclosed construction, construction method is easy, and quickly, construction quality is good, real
It is strong with property, it is applied widely.
(3) the utility model poured band of outer wall of basement enclosed construction shortens outer wall of basement and backfills the time, saves work
Phase accelerates entire engineering construction progress.
(4) the utility model poured band of outer wall of basement enclosed construction is improved by the way that steel plate is arranged in wall outer side face
Strength of wall body, steel plate and outer wall of basement junction sticking two-faced adhesive tape, spillage when preventing post-cast strip casting concrete, on the outside of steel plate
The waterproof construction of different function is arranged in face, improves the waterproof ability of outer wall of basement, further extends the service life of building.
The utility model can be widely applied in the construction of poured band of outer wall of basement.
Other features and advantages of the utility model will illustrate in the following description, and partly from specification
It becomes apparent, or is understood by implementing the utility model.The main purpose and further advantage of the utility model can lead to
Specifically noted scheme in specification, claims is crossed to realize and obtain.
Description of the drawings
The utility model is described in more detail below in conjunction with the accompanying drawings.
Fig. 1 is the vertical view of the poured band of outer wall of basement enclosed construction of the utility model.
Reference numeral:1- walls, 2- protective layers, 3- coiled materials, 4- coatings, 5- steel plates, 6- layers of two-sided, 7- glued boards, 8-
Bolt, 9- horizontal cross bars, the vertical upright bars of 10-, the post-cast strips 11-
Specific implementation mode
As shown in Figure 1, the utility model poured band of outer wall of basement enclosed construction, including (protective layer is fish tail and waterproof layer 2
Styrofoam either cystosepiment), waterproof roll 3 (can be asphalt water-proof coiled material or polymer membranes or other are similar
Waterproof material), waterproof coating 4 (can be polyurethane), steel plate 5 (thickness can be 10mm), layers of two-sided 6, glued board 7 it is (thick
Degree can be 18mm), bolt 8 and back cord, the fitting setting of 5 side of the steel plate is in 1 lateral surface of wall, 5 side of steel plate and wall 1
Lateral surface junction is provided with layers of two-sided 6;Steel plate 5 is provided with waterproof coating 4, the waterproof on the other side far from wall 1
It is equipped with waterproof roll 3 on coating 4, fish tail and waterproof layer 2 is pasted on waterproof roll 3.
The fitting of 7 side of the glued board is arranged in 1 medial surface of wall, and glued board is provided with back cord on 7 other side;The glue
It is provided through hole on plywood 7;The bolt 8 passes through the through hole on glued board 7 to be welded on steel plate 5.
Wherein, the back cord includes horizontal cross bar 9 and vertical upright bar 10.The horizontal cross bar 9 and vertical upright bar 10 are steel
Pipe, diameter of steel tube 20mm-45mm.The horizontal cross bar 9 is arranged for parallel interval, spacing 450mm;The vertical upright bar 10
Spacing be 200mm;It is welded and fixed between the horizontal cross bar 9 and vertical upright bar 10.
Specific construction step:
Step 1, construction personnel carry out metope processing to outer wall of basement, and metope base treatment is totally conducive to steel plate 5
Preferably fitting.
Step 2 measures the actual size at post-cast strip 11, intercepts steel plate 5.It is more than that post-cast strip 11 is big with the side of steel plate 5
About 500mm is advisable.
Step 3, post-cast strip 11 is anti-when being close to exterior wall as backfilling of earthwork using 10mm steel plates 5 outside post-pouring belt of outer wall 11
Shield, in steel plate 5 and outer wall of basement junction sticking two-faced adhesive tape layer 6, layers of two-sided 6 is for preventing post-cast strip 11 from pouring coagulation
Spillage when native.
Step 4, to ensure outer wall of basement waterproof quality, in 5 outside brushing polyurethane water-proof paint of steel plate, outer patch is anti-
Water coiled material 3, while fish tail and waterproof layer 2 is pasted, it prevents from carrying out destroying waterproof layer when backfilling of earthwork.
Step 5,1 medial surface of wall, i.e. post-cast strip 11 are laid with 18mm thickness wood plywood 7 close to indoor side, and thick wood glue closes
7 side of plate is more than the about 500mm of post-cast strip 11, back cord is arranged on 7 other side of glued board, back cord includes horizontal cross bar 9 and vertical upright bar
10.Bolt 8 passes through the through hole on glued board 7 to be welded on steel plate 5, and bolt 8 is locked, branch when ensureing later stage concreting
Support body system is firm.
Poured band of outer wall of basement enclosed construction, as long as outer wall of basement construction finishes, you can carry out outer wall of basement and return
It fills out, to reduce the time interval for waiting for post empiricism in conventional construction method, greatly accelerates engineering construction progress.This
Utility model can be widely applied in the construction of poured band of outer wall of basement.
The foregoing is merely the preferable specific implementation mode of the utility model, but the scope of protection of the utility model not office
Be limited to this, variation that any one skilled in the art is expected within the technical scope disclosed by the utility model or
It replaces, should be covered within the scope of the utility model.
Claims (9)
1. poured band of outer wall of basement enclosed construction, which is characterized in that including protective layer (2), coiled material (3), coating (4), steel plate
(5), layers of two-sided (6), glued board (7), bolt (8) and back cord, steel plate (5) the side fitting setting is on the outside of wall (1)
Face, steel plate (5) side are provided with layers of two-sided (6) with wall (1) lateral surface junction;Steel plate (5) is another far from wall (1)
It is provided with coating (4) on side, coiled material (3) is equipped on the coating (4), pastes matcoveredn (2) on coiled material (3);The glue
The fitting setting of plywood (7) side is provided with back cord on wall (1) medial surface, glued board (7) other side;The glued board (7)
On be provided through hole;The bolt (8) passes through the through hole on glued board (7) to be welded on steel plate (5).
2. poured band of outer wall of basement enclosed construction as described in claim 1, which is characterized in that the back cord includes horizontal horizontal
Bar (9) and vertical upright bar (10).
3. poured band of outer wall of basement enclosed construction as claimed in claim 2, which is characterized in that the horizontal cross bar (9) and
Vertical upright bar (10) is steel pipe, diameter of steel tube 20mm-45mm.
4. poured band of outer wall of basement enclosed construction as claimed in claim 2, which is characterized in that the horizontal cross bar (9) is
Parallel interval is arranged, spacing 450mm;The spacing of the vertical upright bar (10) is 200mm;The horizontal cross bar (9) and vertical
Upright bar is welded and fixed between (10).
5. poured band of outer wall of basement enclosed construction as described in claim 1, which is characterized in that glued board (7) thickness
For 18mm.
6. poured band of outer wall of basement enclosed construction as described in claim 1, which is characterized in that steel plate (5) thickness is
10mm。
7. poured band of outer wall of basement enclosed construction as described in claim 1, which is characterized in that the coating (4) is poly- ammonia
Ester.
8. poured band of outer wall of basement enclosed construction as described in claim 1, which is characterized in that the coiled material (3) is pitch
Coiled material (3) or macromolecule coiled material (3).
9. poured band of outer wall of basement enclosed construction as described in claim 1, which is characterized in that the protective layer (2) is poly-
Benzene plate or cystosepiment.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721444092.8U CN207760890U (en) | 2017-11-02 | 2017-11-02 | Poured band of outer wall of basement enclosed construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721444092.8U CN207760890U (en) | 2017-11-02 | 2017-11-02 | Poured band of outer wall of basement enclosed construction |
Publications (1)
Publication Number | Publication Date |
---|---|
CN207760890U true CN207760890U (en) | 2018-08-24 |
Family
ID=63178687
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201721444092.8U Expired - Fee Related CN207760890U (en) | 2017-11-02 | 2017-11-02 | Poured band of outer wall of basement enclosed construction |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN207760890U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111305399A (en) * | 2020-03-24 | 2020-06-19 | 福建省永泰建筑工程公司 | Basement outer wall post-cast strip system and construction method thereof |
CN114809592A (en) * | 2022-05-19 | 2022-07-29 | 中建五局第三建设(深圳)有限公司 | Post-cast strip wall formwork structure and construction method for advanced water stop of outer wall post-cast strip |
-
2017
- 2017-11-02 CN CN201721444092.8U patent/CN207760890U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111305399A (en) * | 2020-03-24 | 2020-06-19 | 福建省永泰建筑工程公司 | Basement outer wall post-cast strip system and construction method thereof |
CN114809592A (en) * | 2022-05-19 | 2022-07-29 | 中建五局第三建设(深圳)有限公司 | Post-cast strip wall formwork structure and construction method for advanced water stop of outer wall post-cast strip |
CN114809592B (en) * | 2022-05-19 | 2024-03-29 | 中建五局第三建设(深圳)有限公司 | Construction method for advanced water stop of post-pouring strip of outer wall |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN100572710C (en) | The non-net polyphenyl plate cast-in-place concrete exterior wall heat-preserving job practices | |
CN106522440A (en) | Composite floor slab based on polyphenyl granule fiber concrete sandwich insulation and construction method | |
CN207760890U (en) | Poured band of outer wall of basement enclosed construction | |
CN207633612U (en) | A kind of special full precast floor slab of assembling type steel structure | |
CN106436777A (en) | Subway station skin waterproof structure and construction method thereof | |
CN105862873A (en) | Construction method of underground water prevention and exterior wall structures of narrow space of deep foundation pit | |
CN106801517A (en) | A kind of schoolhouse surface consolidation of Prefabricated porous plate brick mixed structure strengthens method | |
CN102758456A (en) | Construction method of basement waterproofing projects | |
CN107327063A (en) | A kind of prefabricated underplate concrete superimposed sheet with ribbing | |
CN107780559A (en) | A kind of construction method of heat-insulation and heat-preservation gypsum partition wall | |
CN107143141A (en) | External wall of high-rise building warming plate construction | |
CN209129037U (en) | One kind is for high-rise annex bottom plate post-poured strip waterproof structure | |
CN110258656A (en) | A kind of underground waterproof engineering pre-installed and inverted adhered construction method | |
CN210766835U (en) | Foundation beam side vertical face waterproof structure | |
CN205444590U (en) | Cast -in -place compound incubation concrete shear force wall | |
CN207633613U (en) | A kind of special laminated floor slab of assembling type steel structure | |
CN215406639U (en) | Prefabricated steel plate structure of post-cast strip pretreatment for advance construction of top plate backfill | |
CN205475681U (en) | Conjuncted waterproof construction of stake wall | |
CN205935245U (en) | Waterproof layer and protection device thereof | |
CN211646488U (en) | A device that is used for subway lid to dig reverse construction method construction joint water repellent | |
CN204728691U (en) | A kind of concrete shear force wall formwork erecting structure | |
CN107938907A (en) | A kind of inclined roof exempts from formwork construction method | |
CN113431210A (en) | Connection construction method for different waterproof coiled material nodes | |
JP2002250136A (en) | Reinforced panel | |
CN207047914U (en) | A kind of anti-floating piled anchor node water-proof structure |
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: 20180824 Termination date: 20211102 |
|
CF01 | Termination of patent right due to non-payment of annual fee |