CN206189449U - Soleplate with lead integrated plank sheathing system of wall - Google Patents
Soleplate with lead integrated plank sheathing system of wall Download PDFInfo
- Publication number
- CN206189449U CN206189449U CN201621055824.XU CN201621055824U CN206189449U CN 206189449 U CN206189449 U CN 206189449U CN 201621055824 U CN201621055824 U CN 201621055824U CN 206189449 U CN206189449 U CN 206189449U
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- China
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- wall
- sole plate
- led
- lead
- formwork system
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Abstract
The utility model relates to a soleplate with lead the construction field of wall, disclose a soleplate with lead integrated plank sheathing system of wall. The utility model discloses the structure external mold is located waits to pour the basic raft board outside, structure external mold bottom downwardly extending to foundation ditch bottom surface, it is located and waits to pour basic raft inboard side to lead the wall centre form, it is fixed with soleplate lower part muscle to lead wall centre form bottom, it all is the wood glue board from inside to outside in proper order to lead the wall centre form, stupefied and the double steel pipe of the flitch back of the body, formwork support includes the bracing steel pipe and supports the flitch, it is fixed with the soil nail wall that the bracing steel pipe is passed through on middle part and the upper portion of leading the wall, the bottom is fixed with the soil nail wall through supporting the flitch, the intermode uses fixedly to drawing water -stopping screw rod to go on drawing in leading the wall, soleplate department is equipped with the reinforcement reinforcing bar of fixed guide wall external mold, it is connected with soleplate lower part muscle to consolidate reinforcing bar one end, consolidate the reinforcing bar other end with to drawing water -stopping screw rod to be connected. The utility model discloses simple structure takes and unloads the convenience, and is with low costs, and it is big to be suitable for the scale.
Description
Technical field
The utility model is related to sole plate and lead the construction field of wall, more particularly to a kind of sole plate and leads wall
Integrated wood formwork system.
Background technology
Installing for sole plate template is a procedure that most of engineering constructions will be experienced, and traditional way is brick tire
Mould, during excavation of foundation pit reserve working face, build shale brick wall by laying bricks or stones on bed course, based on base plate external mold, as waterproofing protection
Wall.Brick loose tool is generally used for the outer waterproof of outer wall of basement or template is difficult the position of dismounting, and puzzling rear size and intensity must accord with
Design requirement is closed, is typically no longer removed, intensity is high.But the restricted application of brick fetal membrane, when sole plate scale compared with
When big, relatively costly using brick fetal membrane, difficulty of construction is big；When the height of foundation beam and cushion cap is higher, brick fetal membrane builds completion by laying bricks or stones
Afterwards, the depth of backfill is deeper, brick fetal membrane is damaged deformation when being so backfilling and compacted, while being carried out during pouring concrete
When vibrating, because the vibration force of the downward mobility of concrete and vibrating head also easily makes brick fetal membrane expand outwardly deformation infringement, so
The waste of concrete can be increased, while also making concrete component seem irregular.
Utility model content
The utility model provides a kind of simple structure, takes and unload convenience, low cost, be applicable sweeping sole plate and lead wall
Integrated wood formwork system.When the technical problem of solution is larger scope of construction item, brick fetal membrane is great in constructing amount, high cost, the duration
Long, dismounting is difficult.
In order to solve the above technical problems, the utility model is adopted the following technical scheme that：
The utility model sole plate and the integrated wood formwork system of wall is led, including structure external mold, lead mould within the walls and mould
Plate is supported, and the structure external mold is located to wait to pour leads wall outside, and structure external mold bottom extends downward foundation ditch bottom surface, described to lead wall
Internal model is located at and waits to pour and leads side within the walls, leads mould bottom within the walls and is fixed with sole plate bottom muscle, the structure external mold with lead within the walls
Mould is followed successively by wood glue plate, flitch back cord and double steel pipe from inside to outside, and the shuttering supporting includes diagonal brace steel pipe and support flitch,
Middle part and top on the outside of structure external mold are fixed by diagonal brace steel pipe and soil nail wall, and bottom is consolidated by supporting flitch with soil nail wall
Fixed, the structure external mold using to drawing water-proof bolt fix drawing with intermode within the walls is led, and fixed knot is provided with sole plate
The reinforced steel of structure external mold, reinforced steel one end is connected with sole plate bottom muscle, the reinforced steel other end with to draw sealing spiral shell
Tether and connect.
The utility model sole plate and the integrated wood formwork system for leading wall, further, the mould within the walls of leading is divided into
Upper half plate and lower half plate, upper half plate and lower half the plate overlap joint that interlocks are set so that pour to lead wall bottom cross section stepped.
The utility model sole plate and the integrated wood formwork system for leading wall, further, the wood glue plate thickness is
15-20mm。
The utility model sole plate and the integrated wood formwork system for leading wall, further, the flitch back cord is
100mm*100mm。
The utility model sole plate and the integrated wood formwork system for leading wall, further, the flitch back cord level
Spacing is 600-800mm.
The utility model sole plate and the integrated wood formwork system for leading wall, further, the diagonal brace steel pipe front end
Fixed with flitch back cord by jackscrew, diagonal brace steel pipe rear end is fixed by springboard with soil nail wall.
The utility model sole plate and the integrated wood formwork system for leading wall, further, the diagonal brace steel pipe level
Spacing 600-800mm.
The utility model sole plate and the integrated wood formwork system for leading wall, further, the support flitch is
10mm*10mm。
The utility model sole plate and the integrated wood formwork system for leading wall, further, described pair of drawing water-proof bolt
Level interval be 300-500mm.
The utility model sole plate and the integrated wood formwork system for leading wall, further, the water of the reinforced steel
Flat spacing is 800-1500mm.
The utility model sole plate and the integrated wood formwork system for leading wall have following beneficial compared with prior art
Effect：
The utility model sole plate and the template integration for leading wall, completely using wood glue plate as template, installing/dismounting
It is convenient, larger sole plate construction is applicable to, material cost and cost of labor are relatively low, substantially reduce the work of construction
Phase.Structure external mold bottom with the lower iron welding to drawing water-proof bolt and sole plate, is improve side form support by the utility model
Fastness, it is ensured that construction quality.
Below in conjunction with the accompanying drawings to sole plate of the present utility model and the integrated wood formwork system work for leading wall furtherly
It is bright.
Brief description of the drawings
Fig. 1 is the utility model sole plate and leads the structural representation of the integrated wood formwork system of wall.
11- structure external molds；12- leads mould within the walls；13- wood glue plates；2- flitch back cords；3- diagonal brace steel pipes；4- soil nail walls；31-
Jackscrew；32- springboards；5- supports flitch；6- double steel pipes；7- is to drawing water-proof bolt；8- reinforced steels.
Specific embodiment
As shown in figure 1, the utility model sole plate and the integrated wood formwork system for leading wall include structure external mold 11, lead
Mould 12 and shuttering supporting within the walls, structure external mold 11 is located to wait to pour leads wall outside, and the bottom of structure external mold 11 extends downward foundation ditch
Bottom surface, leads mould 12 within the walls and is located at and wait to pour and lead side within the walls, leads the bottom of mould 12 within the walls and is fixed with sole plate top muscle, structure external mold
11 outside upright of wood glue plate 13 sets up flitch back cord 2, and wood glue plate 13 is fixed on into foundation ditch bottom surface, and the outside of flitch back cord 2 is used
Double steel pipe 6 is attached and installs, and the outside upright of wood glue plate 13 for leading mould 12 within the walls sets up flitch back cord 2, and wood glue plate 13 is consolidated
Due on the muscle of sole plate top, shuttering supporting includes diagonal brace steel pipe 3 and support flitch 5, the flitch back of the body in the outside of structure external mold 11
Stupefied 2 middle part and top are fixed by diagonal brace steel pipe 3 with soil nail wall 4, and the front end of diagonal brace steel pipe 3 is consolidated by jackscrew 31 with flitch back cord 2
Fixed, the rear end of diagonal brace steel pipe 3 is fixed by springboard 32 with soil nail wall 4, the level interval 600-800mm of diagonal brace steel pipe 3, structure external mold 11
The bottom of flitch back cord 2 in outside is fixed by supporting flitch 5 with soil nail wall 4, and support flitch 5 is 10mm*10mm, leads mould 12 within the walls
It is divided into upper half plate and lower half plate, upper half plate interlocks to overlap with lower half plate and sets so that what is poured leads wall bottom cross section in ladder
Shape, flitch back cord 2 be 100mm*100mm, the level interval of flitch back cord 2 be 600-800mm, structure external mold 11 with lead mould 12 within the walls
Between using to draw water-proof bolt 7 carry out to draw fix, to draw water-proof bolt 7 level interval be 300-500mm, at sole plate
The reinforced steel 8 of fixed structure external mold 11, the one end of reinforced steel 8 and the welding of sole plate bottom muscle are provided with, reinforced steel 8 is another
With to drawing water-proof bolt 7 to weld, the level interval of reinforced steel 8 is 800-1500mm, and the thickness of wood glue plate 13 is 15-20mm at end.
Embodiment described above is only that preferred embodiment of the present utility model is described, not to this practicality
New scope is defined, and on the premise of the utility model design spirit is not departed from, those of ordinary skill in the art are to this
Various modifications and improvement that the technical scheme of utility model is made, all should fall into the protection of the utility model claims determination
In the range of.
Claims (10)
1. sole plate and the integrated wood formwork system of wall is led, it is characterised in that：Including structure external mold（11）, lead mould within the walls
（12）And shuttering supporting, the structure external mold（11）Wall outside, structure external mold are led positioned at waiting to pour（11）Bottom extends downward
Foundation ditch bottom surface, it is described to lead mould within the walls（12）Side within the walls is led positioned at waiting to pour, mould within the walls is led（12）Bottom and sole plate top muscle
It is fixed, the structure external mold（11）With lead mould within the walls（12）Wood glue plate is followed successively by from inside to outside（13）, flitch back cord（2）With it is double
Steel pipe（6）, the shuttering supporting include diagonal brace steel pipe（3）With support flitch（5）, structure external mold（11）The middle part and top in outside
By diagonal brace steel pipe（3）With soil nail wall（4）Fixed, bottom is by supporting flitch（5）With soil nail wall（4）It is fixed, outside the structure
Mould（11）With lead mould within the walls（12）Between use to draw water-proof bolt（7）Carry out, to drawing fixation, fixed structure being provided with sole plate
External mold（11）Reinforced steel（8）, reinforced steel（8）One end is connected with sole plate bottom muscle, the other end with to draw sealing spiral shell
Bolt（7）Connection.
2. sole plate according to claim 1 and the integrated wood formwork system of wall is led, it is characterised in that：It is described to lead wall
Internal model（12）Be divided into upper half plate and lower half plate, upper half plate and lower half the plate overlap joint that interlocks are set so that pour to lead wall bottom cross-section
Face is stepped.
3. sole plate according to claim 2 and the integrated wood formwork system of wall is led, it is characterised in that：The wood glue
Plate（13）Thickness is 15-20mm.
4. sole plate according to claim 3 and the integrated wood formwork system of wall is led, it is characterised in that：The flitch
Back cord（2）It is 100mm*100mm.
5. sole plate according to claim 4 and the integrated wood formwork system of wall is led, it is characterised in that：The flitch
Back cord（2）Level interval is 600-800mm.
6. sole plate according to claim 5 and the integrated wood formwork system of wall is led, it is characterised in that：The diagonal brace
Steel pipe（3）Front end passes through jackscrew（31）With flitch back cord（2）It is fixed, diagonal brace steel pipe（3）Rear end passes through springboard（32）With soil nail wall
（4）It is fixed.
7. sole plate according to claim 6 and the integrated wood formwork system of wall is led, it is characterised in that：The diagonal brace
Steel pipe（3）Level interval 600-800mm.
8. sole plate according to claim 7 and the integrated wood formwork system of wall is led, it is characterised in that：The support
Flitch（5）It is 10mm*10mm.
9. sole plate according to claim 8 and the integrated wood formwork system of wall is led, it is characterised in that：Described pair of drawing
Water-proof bolt（7）Level interval be 300-500mm.
10. sole plate according to claim 9 and the integrated wood formwork system of wall is led, it is characterised in that：It is described to add
Gu reinforcing bar（8）Level interval be 800-1500mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621055824.XU CN206189449U (en) | 2016-09-14 | 2016-09-14 | Soleplate with lead integrated plank sheathing system of wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621055824.XU CN206189449U (en) | 2016-09-14 | 2016-09-14 | Soleplate with lead integrated plank sheathing system of wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206189449U true CN206189449U (en) | 2017-05-24 |
Family
ID=58728308
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621055824.XU Expired - Fee Related CN206189449U (en) | 2016-09-14 | 2016-09-14 | Soleplate with lead integrated plank sheathing system of wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206189449U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113802724A (en) * | 2021-09-27 | 2021-12-17 | 中国建筑第二工程局有限公司 | Anti-seepage construction structure and construction method for outer wall tongue-and-groove joint |
| CN114086761A (en) * | 2021-10-11 | 2022-02-25 | 中建四局土木工程有限公司 | Template supporting structure |
-
2016
- 2016-09-14 CN CN201621055824.XU patent/CN206189449U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113802724A (en) * | 2021-09-27 | 2021-12-17 | 中国建筑第二工程局有限公司 | Anti-seepage construction structure and construction method for outer wall tongue-and-groove joint |
| CN114086761A (en) * | 2021-10-11 | 2022-02-25 | 中建四局土木工程有限公司 | Template supporting structure |
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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: 20170524 Termination date: 20170914 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |