CN206385801U - Outer wall of basement single side formwork exterior sheathing - Google Patents
Outer wall of basement single side formwork exterior sheathing Download PDFInfo
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- CN206385801U CN206385801U CN201720013848.7U CN201720013848U CN206385801U CN 206385801 U CN206385801 U CN 206385801U CN 201720013848 U CN201720013848 U CN 201720013848U CN 206385801 U CN206385801 U CN 206385801U
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- wall
- slope protection
- protection pile
- single side
- exterior sheathing
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Abstract
The utility model discloses a kind of outer wall of basement single side formwork exterior sheathing, it includes the steel plate being arranged in row's slope protection pile that the fertile groove edge of foundation ditch is set, the sole plate waterproof that steel plate is located at the setting of slope protection pile bottom is led above wall, it is spaced from top to bottom in each slope protection pile on each steel plate of installation and welds base steel seat, welded on base steel seat and wood glue plate, cement composite board are installed successively in keel framework, keel framework.It is few that the utility model such as builds, plastered by laying bricks or stones at the wet trade, also can smoothly implement in the teletostage, working procedure is simple, construction speed is fast, and construction cost is low.
Description
Technical field
The utility model is related to a kind of wall form, espespecially a kind of exterior sheathing of outer wall of basement single side formwork.
Background technology
The exterior sheathing of outer wall of basement single side formwork generally uses the brick loose tool of brick masonry, although it can coordinate inner template
Realize that exterior wall concrete pours function, but it can be found that the way of brick loose tool has following lack from the implementation of a large amount of Practical Projects
Fall into：First, during winter construction, limited by environment temperature, the solid intensity of brick loose tool rises slowly, and needs a series of insulation
Measure, thus considerably increase operating expenses.Second, brick loose tool needs to set constructional column and horizontal collar tie beam, and working procedure is more,
Delay the construction speed of brick loose tool, and cause outer wall of basement integral construction progress to be limited.As can be seen here, designing one kind can
The technical scheme of above-mentioned brick loose tool is substituted, is current urgent problem.
Utility model content
The purpose of this utility model is to provide a kind of outer wall of basement single side formwork exterior sheathing, and it is wet that it is built by laying bricks or stones, plastered etc.
Operation is few, also can smoothly implement in the teletostage, and working procedure is simple, and construction speed is fast, and construction cost is low.
To achieve these goals, the utility model employs following technical scheme：
A kind of outer wall of basement single side formwork exterior sheathing, it is characterised in that：It includes being arranged on the fertile groove edge setting of foundation ditch
Row's slope protection pile on steel plate, steel plate, which is located at the sole plate waterproof that slope protection pile bottom sets, leads above wall, in each slope protection pile
It is spaced from top to bottom on each steel plate of installation and welds base steel seat, welds and installed successively in keel framework, keel framework on base steel seat
Wood glue plate, cement composite board.
In actual design, the steel plate is fixed in the slope protection pile by swollen bolt.
The keel framework may include in transom and the centre keel to form network, each slope protection pile in same
Some perpendicular dragons are welded in each upper piece transom of welding jointly of base steel seat of height, the vertical plane of all transom formation
Bone.
It is preferred that nethermost one piece of adjacent sole plate waterproof of steel plate leads wall in each slope protection pile, institute
Wood glue plate, the adjacent sole plate waterproof in the cement composite board bottom is stated to lead at the top of wall.
The utility model has the advantages that：
The utility model exterior sheathing is engaged with inner template and can be used to realize that exterior wall concrete pours function, sturdy construction
Reliably, the wet trade such as build, plaster in implementation process by laying bricks or stones few, also can be smoothly real in the teletostage for not possessing outdoor wet construction condition
Apply, not by teletostage temperature limiting, working procedure is simple, and construction speed is fast, and construction cost is low, can effectively shorten outer wall of basement whole
The body construction duration.
Brief description of the drawings
Fig. 1 is the node longitudinal profile schematic diagram of the utility model outer wall of basement single side formwork exterior sheathing.
Fig. 2 is Fig. 1 A-A to diagrammatic cross-section.
Fig. 3 is the structural representation that slope protection pile installs steel plate.
Fig. 4 is that the utility model outer wall of basement single side formwork exterior sheathing sets the node longitudinal direction after waterproof layer and extruded sheet
Diagrammatic cross-section.
Embodiment
As shown in Figure 1 to Figure 3, the utility model outer wall of basement single side formwork exterior sheathing includes being arranged on the fertile trough rim of foundation ditch
The steel plate 20 in row's slope protection pile 10 that edge is set, steel plate 20 typically uses square plate, each slope protection pile 10 arranged in a straight line it
Between be arranged at intervals, steel plate 20, which is located at the sole plate waterproof that the bottom of slope protection pile 10 sets, leads in the top of wall 100, each slope protection pile 10
It is spaced from top to bottom on each steel plate 20 of installation and welds base steel seat 40, i.e., for each slope protection pile 10, that installs thereon is each
Steel plate 20 is set along the vertical direction of slope protection pile 10, is welded with jointly in a keel framework, keel framework on all base steel seats 40
Wood glue plate 70, cement composite board 80 are installed successively.
Such as Fig. 3, in practice, steel plate 20 is fixed in slope protection pile 10 by swollen bolt 30.When actually implementing, one block of steel plate
20 can be fixed by some swollen bolts 30 (such as four swollen bolts) with slope protection pile 10, and the number of swollen bolt 30 is not limited.
Such as Fig. 1 and Fig. 2, keel framework is included in the transom 50 and centre keel 60 for forming network, each slope protection pile 10
Weld and welded in a transom 50, the vertical plane of all formation of transoms 50 jointly on each base steel seat 40 in sustained height
Some centre keels 60.
In actual fabrication, steel plate 20 can use galvanized steel plain sheet, and base steel seat 40, transom 50, centre keel 60 can use groove
Steel is made.
When actually implementing, it is preferred that wood glue plate 70 is fixed on centre keel 60 by self threading pin, outside wood glue plate 70
The cement composite board 80 of side is mutually fixed by self threading pin with centre keel 60.
In practice, delta wood offset plate 70 can be installed in keel framework.Cement composite board 80 can be multiple using high strength cement
Plywood.
When actually implementing, sole plate waterproof, which leads wall 100, may include located at the bottom of slope protection pile 10, with slope protection pile 10 apart
Provided with the beams of concrete for extending to slope protection pile 10 at the top of the sand-lime masonry walls in gap, sand-lime masonry walls, below beams of concrete,
Concrete has been tamped in gap between slope protection pile 10 and sand-lime masonry walls.Sole plate waterproof leads wall 100 for this area
Know technology, it can also have other forms of the composition, it is not limited to above-mentioned.
When actually implementing, such as Fig. 1, it is preferred that the adjacent sole plate of nethermost one block of steel plate 20 in each slope protection pile 10
Waterproof is led wall 100 and set, and the top that wood glue plate 70, the adjacent sole plate waterproof in bottom of cement composite board 80 lead wall 100 is set.
In addition, the bottom of centre keel 60 of keel framework, which may be alternatively provided as adjacent sole plate waterproof, leads the top of wall 100.
In practice of construction, cement composite board 80 provides good waterproof base for external wall waterproof.
After the construction of the utility model exterior sheathing is finished, thing mortar-chalked joint is just may be polymerized (with polymer mortar by water
The piece of cement composite plate 80 carries out filling jointing), and construction of waterproof layer (referring to the waterproof layer 91 shown in Fig. 4) and extruded sheet construction
(referring to the extruded sheet 92 shown in Fig. 4).Then construction inner template (existing template, diagram is not provided), constructs exterior wall one side branch
Mould, so as to carry out concreting based on exterior wall single side formwork, completes outer wall of basement construction.Finally it is directed to exterior wall single side formwork
Carry out fertile groove backfill.
The utility model has the advantages that：
The utility model exterior sheathing is engaged with inner template and can be used to realize that exterior wall concrete pours function, sturdy construction
Reliably, the wet trade such as build, plaster in implementation process by laying bricks or stones few, also can be smoothly real in the teletostage for not possessing outdoor wet construction condition
Apply, not by teletostage temperature limiting, working procedure is simple, and construction speed is fast, and construction cost is low, can effectively shorten outer wall of basement whole
The body construction duration.
The technical principle described above for being preferred embodiment of the present utility model and its being used, for the technology of this area
It is any to be based on technical solutions of the utility model base in the case of without departing substantially from spirit and scope of the present utility model for personnel
Equivalent transformation, simple replacement on plinth etc. are obvious to be changed, and is belonged within the utility model protection domain.
Claims (8)
1. a kind of outer wall of basement single side formwork exterior sheathing, it is characterised in that：It includes being arranged on what the fertile groove edge of foundation ditch was set
Steel plate in one row's slope protection pile, steel plate, which is located at the sole plate waterproof that slope protection pile bottom sets, leads above wall, in each slope protection pile from
Welded on welding base steel seat on each steel plate that top to bottm interval is installed, base steel seat and wood is installed successively in keel framework, keel framework
Offset plate, cement composite board.
2. outer wall of basement single side formwork exterior sheathing as claimed in claim 1, it is characterised in that：
The steel plate is fixed in the slope protection pile by swollen bolt.
3. outer wall of basement single side formwork exterior sheathing as claimed in claim 1, it is characterised in that：
The keel framework includes being in sustained height in the transom and centre keel for forming network, each slope protection pile
Some centre keels are welded in each upper piece transom of welding jointly of the base steel seat, the vertical plane of all transom formation.
4. outer wall of basement single side formwork exterior sheathing as claimed in claim 3, it is characterised in that：
The steel plate is galvanized steel plain sheet, and the base steel seat, the transom, the centre keel are made of channel-section steel.
5. outer wall of basement single side formwork exterior sheathing as claimed in claim 3, it is characterised in that：
The wood glue plate is fixed on the centre keel by self threading pin, and the cement composite board passes through self threading pin and the perpendicular dragon
Bone photo is fixed.
6. outer wall of basement single side formwork exterior sheathing as claimed in claim 1, it is characterised in that：
Wood glue plate described in multilayer is installed in the keel framework.
7. outer wall of basement single side formwork exterior sheathing as claimed in claim 1, it is characterised in that：
It is brick including the sand-lime located at the slope protection pile bottom, with the slope protection pile at a distance of gap that the sole plate waterproof leads wall
Provided with the beams of concrete for extending to the slope protection pile at the top of wall, sand-lime masonry walls, below beams of concrete, between the bank protection
Concrete is filled with gap between stake and sand-lime masonry walls.
8. the outer wall of basement single side formwork exterior sheathing as described in claim 1 or 7, it is characterised in that：
Nethermost one piece of adjacent sole plate waterproof of steel plate leads wall, the wood glue plate, institute in each slope protection pile
The adjacent sole plate waterproof in cement composite board bottom is stated to lead at the top of wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720013848.7U CN206385801U (en) | 2017-01-05 | 2017-01-05 | Outer wall of basement single side formwork exterior sheathing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720013848.7U CN206385801U (en) | 2017-01-05 | 2017-01-05 | Outer wall of basement single side formwork exterior sheathing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206385801U true CN206385801U (en) | 2017-08-08 |
Family
ID=59492806
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720013848.7U Active CN206385801U (en) | 2017-01-05 | 2017-01-05 | Outer wall of basement single side formwork exterior sheathing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206385801U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107338957A (en) * | 2017-09-07 | 2017-11-10 | 中国建筑第二工程局有限公司 | Retaining wall formwork support system and retaining wall formwork support system |
| CN111519660A (en) * | 2020-05-06 | 2020-08-11 | 中铁建设集团有限公司 | Construction method for high-strength cement composite board template system on outer side of outer wall of deep foundation pit |
| CN112962663A (en) * | 2021-01-07 | 2021-06-15 | 司顺生 | Construction method for narrow outer enclosure space of deep foundation |
| CN113653322A (en) * | 2021-07-19 | 2021-11-16 | 北京天恒建设集团有限公司 | Construction method of self-supporting system in single-side formwork wall |
-
2017
- 2017-01-05 CN CN201720013848.7U patent/CN206385801U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107338957A (en) * | 2017-09-07 | 2017-11-10 | 中国建筑第二工程局有限公司 | Retaining wall formwork support system and retaining wall formwork support system |
| CN107338957B (en) * | 2017-09-07 | 2023-06-23 | 中国建筑第二工程局有限公司 | Retaining wall template supporting system and retaining wall template supporting system |
| CN111519660A (en) * | 2020-05-06 | 2020-08-11 | 中铁建设集团有限公司 | Construction method for high-strength cement composite board template system on outer side of outer wall of deep foundation pit |
| CN112962663A (en) * | 2021-01-07 | 2021-06-15 | 司顺生 | Construction method for narrow outer enclosure space of deep foundation |
| CN113653322A (en) * | 2021-07-19 | 2021-11-16 | 北京天恒建设集团有限公司 | Construction method of self-supporting system in single-side formwork wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20171113 Address after: 100131 2001-02 room, No. 20, Shijingshan Road, Beijing, Shijingshan District Patentee after: China Railway Construction Group Beijing Engineering Co., Ltd. Address before: 100131 Shijingshan Road, Beijing, No. 20, China Railway Development Building, No. Patentee before: Zhongtie Construction Group Corporation Limited |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180604 Address after: 100131 Shijingshan Road, Shijingshan District, Shijingshan District, Beijing Co-patentee after: China Railway Construction Group Beijing Engineering Co., Ltd. Patentee after: Zhongtie Construction Group Corporation Limited Address before: 100131 room 2001-02, 20 Shijingshan Road, Shijingshan District, Beijing. Patentee before: China Railway Construction Group Beijing Engineering Co., Ltd. |
|
| TR01 | Transfer of patent right |