CN207047911U - A kind of poured band of outer wall of basement template - Google Patents
A kind of poured band of outer wall of basement template Download PDFInfo
- Publication number
- CN207047911U CN207047911U CN201720762895.1U CN201720762895U CN207047911U CN 207047911 U CN207047911 U CN 207047911U CN 201720762895 U CN201720762895 U CN 201720762895U CN 207047911 U CN207047911 U CN 207047911U
- Authority
- CN
- China
- Prior art keywords
- exterior wall
- external mold
- wall external
- harmonious
- post
- 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.)
- Active
Links
Abstract
The utility model provides a kind of poured band of outer wall of basement template,Including exterior wall external mold,Exterior wall,Exterior wall outside and levelling waterproof layer,Exterior wall external mold by being arranged at 30 millimeters of the rear side of post-cast strip by the utility model,Template bottom is fixed on vertical liner clip angle steel,And exterior wall external mold and vertical steel plate built-in fitting are welded and fixed,Make this new structure is convenient to be fixedly mounted,By the way that water-stop opposite-pulling screw rod laterally and vertically is respectively provided with into three rows,Spacing is 400 millimeters,It is that exterior wall width adds 150 millimeters by spiro rod length,And dowel is fixed temporarily with reinforcing bar drawknot,Consolidate this new structure template drawknot,The damage of post-cast strip will not be caused,It is harmonious by the first embedded block and the first embedded groove,Second embedded block is harmonious with the second embedded groove,And it is provided with a cavity to assume diamond in shape at the middle-end that is harmonious of exterior wall external mold and vertical liner clip angle steel,The cavity is harmonious with limited block,Make the positioning of this new structure convenient,Connection fastening.
Description
Technical field
Poured band of outer wall of basement correlative technology field is the utility model is related to, specially a kind of poured band of outer wall of basement
Template.
Background technology
Because basement post-pouring zone closing is longer by the design requirement time, underground external wall waterproof will construct in advance, outside underground
Wall post-cast strip position is connected mostly using prefabricated board with reinforcing bar drag hook at present or brick wall makees the form of construction work of side form, and shortcoming one is pair
The lateral pressure of later stage post-cast strip concreting due to it is fixed loosely or wall drawknot is undesirable, External Wall waterproof is in post-cast strip portion
Position damages, and produces Seepage；Second, inner side of outer wall template unilateral, which installs, causes difficulty, concrete vibrating dare not normally shake
Smash, so as to influence post-cast strip concrete construction quality, be this it is proposed that a kind of poured band of outer wall of basement template come solve with
Upper problem.
Utility model content
The purpose of this utility model is to provide a kind of poured band of outer wall of basement template, to solve in above-mentioned background technology
The problem of proposition.
To achieve the above object, the utility model provides following technical scheme：A kind of poured band of outer wall of basement template, bag
Exterior wall external mold, exterior wall, exterior wall outside and levelling waterproof layer are included, the exterior wall outside and levelling waterproof layer may be contained within exterior wall
The outer end of the left and right sides, and exterior wall external mold is arranged at the middle-end of exterior wall, the left and right sides inside the exterior wall is provided with concrete
Layer, be provided with post-cast strip between two concrete layers, and post-cast strip is internally provided with water-stop opposite-pulling screw rod, and the sealing is to drawing spiral shell
One end of bar is welded in the inner surface of exterior wall external mold, and support is additionally provided with the inside of the exterior wall external mold, is set accordingly based on support
Thick plank sheathing is equipped with, and one end of water-stop opposite-pulling screw rod is alternately disposed on exterior wall external mold with support, the water-stop opposite-pulling screw rod
The other end is fixedly installed through thick plank sheathing.
Preferably, the side of the exterior wall external mold is arranged at 30 millimeters of the rear side of post-cast strip, and its template bottom is fixed
On vertical liner clip angle steel, and the both sides of exterior wall external mold are welded and fixed with vertical steel plate built-in fitting.
Preferably, the water-stop opposite-pulling screw rod spacing laterally and is vertically provided with three rows, and its spacing is 400 millis
Rice, its spiro rod length add 150 millimeters, and the dowel inside post-cast strip and the reinforcing bar inside post-cast strip for the width of exterior wall
Drawknot is fixed temporarily.
Preferably, the first embedded block is provided with the left of the exterior wall external mold lower end, right side is provided with the second embedded block, and
Vertical liner clip angle steel is provided with the first embedded groove with the left side on the contact surface of exterior wall external mold, and right side is provided with the second insertion
Groove, the first embedded block are harmonious with the first embedded groove, and the second embedded block is harmonious with the second embedded groove, and exterior wall external mold and vertical liner
A cavity to assume diamond in shape is provided with the middle-end that clip angle steel is harmonious, the cavity is harmonious with limited block.
Compared with prior art, the beneficial effects of the utility model are：The utility model is easy to operate, and it is reasonable to set；
1st, by being arranged at the side of exterior wall external mold at 30 millimeters of the rear side of post-cast strip, template bottom is fixed on perpendicular
It is welded and fixed on liner clip angle steel, and by the both sides of exterior wall external mold and vertical steel plate built-in fitting, makes this new structure convenient
It is fixedly mounted；
2nd, by the way that water-stop opposite-pulling screw rod spacing laterally and vertically is provided with into three rows, its spacing is 400 millimeters,
The width that spiro rod length is arranged to exterior wall adds 150 millimeters, and the dowel inside post-cast strip and the reinforcing bar inside post-cast strip
Drawknot is fixed temporarily, is consolidated this new structure template drawknot, will not be caused the damage of post-cast strip；
3rd, by being provided with the first embedded block and the second embedded block in exterior wall external mold lower end, on vertical liner clip angle steel
First embedded groove and the second embedded groove are set, and the first embedded block is harmonious with the first embedded groove, the second embedded block and the second embedded groove
It is harmonious, and a cavity to assume diamond in shape, the cavity and limit is provided with the middle-end that is harmonious of exterior wall external mold and vertical liner clip angle steel
Position block is harmonious, and makes the positioning of this new structure convenient, connection fastening.
Brief description of the drawings
Fig. 1 is the utility model structure top view；
Fig. 2 is cross sectional view at A in Fig. 1；
Fig. 3 is the utility model reinforcing bar drawknot and dowel structure top view；
Fig. 4 is the utility model reinforcing bar drawknot and dowel structural side view；
Fig. 5 is the utility model exterior wall external mold and vertical liner clip Bolted angle connection structural representation.
In figure：1 exterior wall external mold, 2 exterior walls outside, 3 supports, 4 levelling waterproof layers, 5 water-stop opposite-pulling screw rods, 6 post-cast strips, 7 thickness
Plank sheathing, 8 dowels, 9 exterior walls, 10 vertical liner clip angle steel, 11 limited blocks, 12 first embedded blocks, 13 second embedded blocks, 14
One embedded groove, 15 second embedded grooves, 16 concrete layers.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belong to the scope of the utility model protection.
In description of the present utility model, it is to be understood that term " upper end ", " lower end ", " middle-end ", " right side ", " right side
The orientation or position relationship of the instruction such as side ", " side " are based on the orientation or position relationship shown in accompanying drawing 1-5, merely to just
In description the utility model and simplify description, rather than indicate or imply signified device or the certain party that structure must have
Position, with specific azimuth configuration and operation, therefore it is not intended that to limitation of the present utility model.
Fig. 1-5 are referred to, the utility model provides a kind of technical scheme：A kind of poured band of outer wall of basement template, including
Exterior wall external mold 1, exterior wall 9, exterior wall outside 2 and levelling waterproof layer 4, exterior wall outside 2 and levelling waterproof layer 4 may be contained within exterior wall
The outer end of 9 left and right sides, and exterior wall external mold 1 is arranged at the middle-end of exterior wall 9, it is embedding to be provided with first on the left of the lower end of exterior wall external mold 1
Enter block 12, right side is provided with the second embedded block 13, and vertical liner clip angle steel 10 and the left side on the contact surface of exterior wall external mold 1
The first embedded groove 14 is provided with, right side is provided with the second embedded groove 15, and the first embedded block 12 is harmonious with the first embedded groove 14, and second
Embedded block 13 is harmonious with the second embedded groove 15, and is provided with the middle-end that is harmonious with vertical liner clip angle steel 10 of exterior wall external mold 1
One cavity to assume diamond in shape, the cavity are harmonious with limited block 11, exterior wall external mold 1 is positioned with vertical liner clip angle steel 10 convenient,
Connection fastening.
The left and right sides inside exterior wall 9 is provided with concrete layer 16, and post-cast strip 6 is provided between two concrete layers 16, and
Post-cast strip 6 is internally provided with water-stop opposite-pulling screw rod 5, and the side of exterior wall external mold 1 is arranged at 30 millimeters of the rear side of post-cast strip 6
Place, its template bottom are fixed on vertical liner clip angle steel 10, and the both sides of exterior wall external mold 1 are welded with vertical steel plate built-in fitting
It is fixed, make exterior wall external mold 1 is convenient to be fixedly mounted.
One end of water-stop opposite-pulling screw rod 5 is welded in the inner surface of exterior wall external mold 1, and the inner side of the exterior wall external mold 1 is additionally provided with
Support 3, thick plank sheathing 7 is provided with based on support 3 accordingly, the spacing of water-stop opposite-pulling screw rod 5 is provided with laterally and vertically three
Row, its spacing is 400 millimeters, and its spiro rod length adds 150 millimeters, and the anchor inside post-cast strip 6 for the width of exterior wall 9
Muscle 8 is fixed temporarily with the reinforcing bar drawknot inside post-cast strip 6.And one end of water-stop opposite-pulling screw rod 5 is alternately disposed at exterior wall with support 3
On external mold 1, the other end of the water-stop opposite-pulling screw rod 5 is fixedly installed through thick plank sheathing 7, consolidates the drawknot of exterior wall external mold 1, will not
Cause the damage of post-cast strip 6.
Operation principle：The exterior wall external mold 1 uses steel plate side form, and size is thick 10mm, wide 860mm, high 1200mm, described
Support 3 uses flitch 40 × 70, a diameter of 48.3mm that steel pipe uses.When need to carry out exterior wall external mold 1 in use, first positioning
Unwrapping wire, in the position bullet level and upright controling line of sole plate post-pouring belt of outer wall 6, control exterior wall external mold 1 is installed, and is carried out outer
When installing of wall external mold 1, for the width of exterior wall external mold 1 per the super post-cast strip 30mm in side, the bottom of exterior wall external mold 1 is supported on vertical inner lining clamping
Bind round on angle steel 10, its both sides is welded and fixed with vertical steel plate built-in fitting, and sealing is welded in the internal side wall of exterior wall external mold 1 to drawing
Screw rod 5, the spacing of water-stop opposite-pulling screw rod 5 is horizontal and is vertically provided with three rows, and its spacing is 400 millimeters, its spiro rod length
Add 150 millimeters for the width of exterior wall 9, and the dowel 8 inside post-cast strip 6 and the reinforcing bar drawknot inside post-cast strip 6 are temporarily solid
It is fixed, and one end of water-stop opposite-pulling screw rod 5 is alternately disposed on exterior wall external mold 1 with support 3, the water-stop opposite-pulling screw rod 5 it is another
End is fixedly installed through thick plank sheathing 7, and exterior wall external mold 1 is completed.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out with a variety of changes in the case where not departing from principle of the present utility model and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (4)
1. a kind of poured band of outer wall of basement template, including exterior wall external mold（1）, exterior wall（9）, on the outside of exterior wall（2）It is and levelling anti-
Water layer（4）, the exterior wall outside（2）And levelling waterproof layer（4）It may be contained within exterior wall（9）The outer end of the left and right sides, and exterior wall
External mold（1）It is arranged at exterior wall（9）Middle-end, it is characterised in that：The exterior wall（9）The internal left and right sides is provided with concrete layer
（16）, two concrete layers（16）Between be provided with post-cast strip（6）, and post-cast strip（6）Be internally provided with water-stop opposite-pulling screw rod
（5）, the water-stop opposite-pulling screw rod（5）One end be welded in exterior wall external mold（1）Inner surface, the exterior wall external mold（1）Inner side also
It is provided with support（3）, based on support（3）Thick plank sheathing is provided with accordingly（7）, and water-stop opposite-pulling screw rod（5）One end and branch
Support（3）It is alternately disposed at exterior wall external mold（1）On, the water-stop opposite-pulling screw rod（5）The other end run through thick plank sheathing（7）Fixation is set
Put.
A kind of 2. poured band of outer wall of basement template according to claim 1, it is characterised in that：The exterior wall external mold（1）
Side be arranged at post-cast strip（6）30 millimeters of rear side at, its template bottom is fixed on vertical liner clip angle steel（10）On,
And exterior wall external mold（1）Both sides be welded and fixed with vertical steel plate built-in fitting.
A kind of 3. poured band of outer wall of basement template according to claim 1, it is characterised in that：The water-stop opposite-pulling screw rod
（5）Spacing is horizontal and is vertically provided with three rows, and its spacing is 400 millimeters, and its spiro rod length is exterior wall（9）Width
Add 150 millimeters, and post-cast strip（6）Internal dowel（8）With post-cast strip（6）Internal reinforcing bar drawknot is fixed temporarily.
A kind of 4. poured band of outer wall of basement template according to claim 1, it is characterised in that：The exterior wall external mold（1）
The first embedded block is provided with the left of lower end（12）, right side is provided with the second embedded block（13）, and vertical liner clip angle steel
（10）With exterior wall external mold（1）Contact surface on left side be provided with the first embedded groove（14）, right side is provided with the second embedded groove
（15）, the first embedded block（12）With the first embedded groove（14）It is harmonious, the second embedded block（13）With the second embedded groove（15）It is harmonious, and
Exterior wall external mold（1）With vertical liner clip angle steel（10）A cavity to assume diamond in shape, the cavity and limit are provided with the middle-end being harmonious
Position block（11）It is harmonious.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720762895.1U CN207047911U (en) | 2017-06-28 | 2017-06-28 | A kind of poured band of outer wall of basement template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720762895.1U CN207047911U (en) | 2017-06-28 | 2017-06-28 | A kind of poured band of outer wall of basement template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207047911U true CN207047911U (en) | 2018-02-27 |
Family
ID=61492504
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720762895.1U Active CN207047911U (en) | 2017-06-28 | 2017-06-28 | A kind of poured band of outer wall of basement template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207047911U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110043035A (en) * | 2019-02-25 | 2019-07-23 | 中天西北建设投资集团有限公司 | A kind of novel post empiricism method for supporting |
| CN110593320A (en) * | 2019-08-27 | 2019-12-20 | 中建四局第六建筑工程有限公司 | Early sealing structure for outer wall post-cast strip and construction method thereof |
| CN111851595A (en) * | 2020-08-03 | 2020-10-30 | 中国建筑一局(集团)有限公司 | Basement outer wall post-cast strip steel plate sealing structure and construction method thereof |
-
2017
- 2017-06-28 CN CN201720762895.1U patent/CN207047911U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110043035A (en) * | 2019-02-25 | 2019-07-23 | 中天西北建设投资集团有限公司 | A kind of novel post empiricism method for supporting |
| CN110043035B (en) * | 2019-02-25 | 2022-03-15 | 中天西北建设投资集团有限公司 | Post-cast strip construction supporting method |
| CN110593320A (en) * | 2019-08-27 | 2019-12-20 | 中建四局第六建筑工程有限公司 | Early sealing structure for outer wall post-cast strip and construction method thereof |
| CN111851595A (en) * | 2020-08-03 | 2020-10-30 | 中国建筑一局(集团)有限公司 | Basement outer wall post-cast strip steel plate sealing structure and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104631512B (en) | Hang modulus method after-pouring band beam-slab construction method | |
| CN104652830B (en) | The construction method that a kind of Prefabricated construction panel and prefabricated panel are built | |
| CN207047911U (en) | A kind of poured band of outer wall of basement template | |
| CN103835404B (en) | Covered with Angles silk screen Mortar Plates L-shaped frame foamed concrete bearing wall and the practice | |
| CN209100059U (en) | Subway station side wall construction joint water proof structure based on Grouting Pipe | |
| CN110409491A (en) | Stake plate type retaining wall one-piece casting formwork structure and its construction method | |
| CN205669281U (en) | A kind of cast-in-place integral concrete frame wall filled with masonry system | |
| CN106245678A (en) | Outer wall of basement single side formwork construction method based on steel pipe truss | |
| CN201486566U (en) | Device for pouring concrete continuous wall through gob-side entry retaining of mining working surface | |
| CN106968692B (en) | Tunnel excavation supporting structure and construction method thereof | |
| CN206468008U (en) | Outer wall of basement one side formwork support system | |
| CN110409900A (en) | Hybrid connection precast prestressed concrete circle warehouse structure | |
| CN102322149B (en) | Full-section overall casting construction method for circulating water pipe ditch of nuclear power plant | |
| CN108240045A (en) | A kind of compound late poured band structure of outer wall precast slab and its construction method | |
| CN206267179U (en) | A kind of flexible cladding soil nail wall protective slope structure | |
| CN205476487U (en) | Dismantled cyclic utilization device of centre form come -up is packed to control light block | |
| CN211114261U (en) | Precast concrete shear force wall panel structure | |
| CN205713078U (en) | A kind of outer wall of basement vertical post-cast strip side mold device | |
| CN206245730U (en) | A kind of cast-in-place pitched roof double template structure | |
| CN205669283U (en) | The cast-in-place Integral Steel frame wall filled with masonry system of the spacing connection of steel disc | |
| CN209538214U (en) | A kind of late poured band structure of outer wall of basement | |
| CN207974149U (en) | Pre-buried skeleton strength core masonry cable duct | |
| CN207829011U (en) | A kind of contrary sequence method well body retaining wall cover half device | |
| CN207376661U (en) | A kind of plugging structure of poured band of outer wall of basement | |
| CN115961647A (en) | Basement roof post-cast strip advanced sealing structure, construction structure and construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |