CN209397705U - A kind of first layer ground Damp proof dew retardation framework - Google Patents
A kind of first layer ground Damp proof dew retardation framework Download PDFInfo
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- CN209397705U CN209397705U CN201821951996.4U CN201821951996U CN209397705U CN 209397705 U CN209397705 U CN 209397705U CN 201821951996 U CN201821951996 U CN 201821951996U CN 209397705 U CN209397705 U CN 209397705U
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Abstract
The utility model discloses a kind of first layer ground Damp proof dew retardation frameworks, including compressive pile and uplift pile, the periphery of the compressive pile and uplift pile has poured a circle ground beam, level has poured a crossbeam at the center of the ground beam, the bottom end of the ground beam and crossbeam has poured several groups shear wall, waterproof mortar is painted on the outside of two or four wall, joist is vertically equipped between at the top of the shear wall, lacing wire is equipped between the shear wall and compressive pile, the ground beam, several groups base station has been poured at the top of crossbeam and joist, the base station is equipped with haydite filled layer, building on the base station has Er Siqiang, two or four coping has poured absolute altitude collar tie beam.In the utility model, first floor resident and ground are separated by Stilt layer, prevent moisture intrusion in ground indoor, first floor resident comfortable for living sense is improved to be particularly suitable for building use in following basin mountain area, by the haydite of filling, it can be very good to completely cut off the moisture of ground, prevent Stilt layer damping of ground floor.
Description
Technical field
The utility model relates to building field more particularly to a kind of first layer ground Damp proof dew retardation frameworks.
Background technique
Chongqing Slope Architectural is more and basement in residence can not be designed as garage, and first layer ground is directly contacted with soil, weight
Celebrating has a humid climate, special that moisture proof overhead layer is arranged in first layer ground to improve first floor resident comfortable for living sense.
Utility model content
Purpose of the utility model is to solve disadvantages existing in the prior art, and a kind of first layer ground proposed is anti-
Damp anti-condensation framework.
To achieve the goals above, the utility model adopts the technical scheme that a kind of first layer ground Damp proof dew retardation
The periphery of framework, including compressive pile and uplift pile, the compressive pile and uplift pile has poured a circle ground beam, the center of the ground beam
Place's level has poured a crossbeam, and the bottom end of the ground beam and crossbeam has poured several groups shear wall, the outside of two or four wall
It is painted with waterproof mortar, joist is vertically equipped between the shear wall top, lacing wire is equipped between the shear wall and compressive pile,
Several groups base station is poured at the top of the ground beam, crossbeam and joist, the base station is equipped with haydite filled layer, the base station
Upper masonry has Er Siqiang, and two or four coping has poured absolute altitude collar tie beam, and the upper end of two or four wall is chimeric shutter, and
The top of shutter and the bottom end contact of absolute altitude collar tie beam, the top of the absolute altitude collar tie beam is equipped with first floor collar tie beam.
It is as above-mentioned technical proposal to further describe:
Side, which is run through, in the shutter constraining rod, and the both ends of constraining rod contradict the bottom end and two of absolute altitude collar tie beam respectively
Four walls, the shutter are movably fixed on constraining rod by positioning pin, and the other side of the shutter is connected with traction rope.
It is as above-mentioned technical proposal to further describe:
The inner sidewall of two or four wall is equipped with the first fixed pulley and the second fixed pulley, and first fixed pulley and second are slided calmly
Wheel is located at the upper side of shutter, and between the first fixed pulley and the second fixed pulley in the same horizontal line, the traction rope
It is overlapped on the first fixed pulley and the second fixed pulley.
It is as above-mentioned technical proposal to further describe:
The end of the traction rope is connected with drive rod, and the drive rod is equipped with humidity sensor, and humidity sensor
The control terminal of device is connected with the driving end of drive rod.
It is as above-mentioned technical proposal to further describe:
The compressive pile and uplift pile are cast-in-situ bored pile, and are placed with steel reinforcement cage in compressive pile and uplift pile, wherein
The steel reinforcement cage inner ring diameter of compressive pile is 5000mm, and the steel reinforcement cage inner ring diameter of uplift pile is 3500mm.
It is as above-mentioned technical proposal to further describe:
Vertical bar and horizontal bar are equipped in the shear wall, wherein horizontal bar is arranged in the inside of metope, and vertical bar is arranged in wall
The outside in face.
The utility model has the following beneficial effects:
1, compared with prior art, the technical program is separated first floor resident and ground by Stilt layer, prevents ground damp
Gas cut enters interior, improves first floor resident comfortable for living sense and is particularly suitable for building use in following basin mountain area；
2, compared with prior art, the technical program is by the haydite of filling, since haydite surface is one layer hard outer
Shell, this layer of shell are in ceramic or enamel, there is water proof to protect gas effect, and assign haydite higher intensity, can be very good by
The moisture of ground completely cuts off, and prevents Stilt layer damping of ground floor；
3, compared with prior art, the technical program can be very good to bear master by the multiple tracks shear wall structure of design
The weight of body, while keeping building settlement uniform, so that building is not led to crack due to sedimentation unevenness.
Detailed description of the invention
Fig. 1 be the utility model proposes a kind of first layer ground Damp proof dew retardation framework top view；
Fig. 2 be the utility model proposes a kind of first layer ground Damp proof dew retardation framework side view；
Fig. 3 be the utility model proposes a kind of first layer ground Damp proof dew retardation framework shutter figure.
Marginal data:
1, ground beam；2, compressive pile；3, shear wall；4, lacing wire；5, uplift pile；6, crossbeam；7, joist；8, first floor collar tie beam；9,
Absolute altitude collar tie beam；10, Er Siqiang；11, base station；12, haydite filled layer；13, waterproof mortar；14, shutter；15, constraining rod；16,
First fixed pulley；17, the second fixed pulley；18, traction rope；19, drive rod.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
It is in the description of the present invention, it should be noted that term " center ", "upper", "lower", "left", "right", " perpendicular
Directly ", the orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings, and is only
For ease of description the utility model and simplify description, rather than the device or element of indication or suggestion meaning must have it is specific
Orientation, be constructed and operated in a specific orientation, therefore should not be understood as limiting the present invention；Term " first ", " the
Two ", " third " is used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance, in addition, unless otherwise specific
Regulation and restriction, term " installation ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, be also possible to
It is detachably connected, or is integrally connected；It can be mechanical connection, be also possible to be electrically connected；It can be directly connected, can also lead to
It crosses intermediary to be indirectly connected, can be the connection inside two elements.It for the ordinary skill in the art, can be with
Concrete condition understands the concrete meaning of above-mentioned term in the present invention.
Referring to Fig.1-3, a kind of embodiment provided by the utility model: a kind of first layer ground Damp proof dew retardation framework, including
The periphery of compressive pile 2 and uplift pile 5, compressive pile 2 and uplift pile 5 has poured a circle ground beam 1, and level pours at the center of ground beam 1
There is a crossbeam 6, the bottom end of ground beam 1 and crossbeam 6 has poured several groups shear wall 3, and shear wall is vertically equipped with joist between 3 top
7, lacing wire 4 is equipped between shear wall 3 and compressive pile 2, the top of ground beam 1, crossbeam 6 and joist 7 has poured several groups base station 11,
Base station 11 is equipped with haydite filled layer 12, and building on base station 11 has the outside of two or four wall, 10,24 wall 10 to be painted with waterproof mortar
The upper end that the top of 13,24 walls 10 has poured 9,24 wall 10 of absolute altitude collar tie beam, which is fitted into, shutter 14, and the top of shutter 14
Portion and the contact of the bottom end of absolute altitude collar tie beam 9, the top of absolute altitude collar tie beam 9 are equipped with first floor collar tie beam 8.
Side, which is run through, in shutter 14 constraining rod 15, and the both ends of constraining rod 15 contradict the bottom end of absolute altitude collar tie beam 9 respectively
With two or four walls 10, shutter 14 is movably fixed on constraining rod 15 by positioning pin, and the other side of shutter 14 is connected with traction
Rope 18, shutter 14 is limited by constraining rod 15, when traction rope 18 pull when, shutter 14 will not global displacement, only
It realizes angle change, and then realizes window openings of sizes, control rate of air circulation；It is fixed sliding that the inner sidewall of two or four walls 10 is equipped with first
Wheel 16 and the second fixed pulley 17, the first fixed pulley 16 and the second fixed pulley 17 are located at the upper side of shutter 14, and first is fixed
Between pulley 16 and the second fixed pulley 17 in the same horizontal line, traction rope 18 is overlapped on the first fixed pulley 16 and the second fixed pulley
On 17, the second fixed pulley 17 is primarily served to be acted on by means of power, while fixed tractive, the first fixed pulley 16 mainly change traction rope
18 direction；The end of traction rope 18 is connected with drive rod 19, and drive rod 19 is equipped with humidity sensor, and humidity sensor
Control terminal be connected with the driving end of drive rod 19, when humidity sensor detects in Stilt layer that humidity is higher than setting value,
It just will start drive rod 19, the movement of drive rod 19 pulls traction rope 18 to make the opening of shutter 14 become larger, to circulate more
More air；Compressive pile 2 and uplift pile 5 are cast-in-situ bored pile, and are placed with steel reinforcement cage in compressive pile 2 and uplift pile 5, wherein
The steel reinforcement cage inner ring diameter of compressive pile 2 is 500mm, and the steel reinforcement cage inner ring diameter of uplift pile 5 is 3500mm, and compressive pile 2 is subject to
The gravity of main building, so steel reinforcement cage has to sufficiently large, ability proof strength, and uplift pile 5 mainly prevents main body from building
It builds and generates sedimentation unevenness in sedimentation, so only requiring reinforcing bar intensity itself；Vertical bar and horizontal bar are equipped in shear wall 3,
Middle horizontal bar is arranged in the inside of metope, and vertical bar is arranged in the outside of metope, and shear wall 3 is primarily subjected to wind load or geological process
The shear wall 3 of caused horizontal loading and vertical load, Stilt layer is oppressed by underground, and stress point is on the outside.
Working principle: the utility model is a kind of first layer ground Damp proof dew retardation framework, when construction, construction in line with the drawings, first
Three supplies and one leveling are carried out, i.e. water is logical, and electricity is logical, Lu Tong and levelling of the land, and subsequent worker and equipment admission drill, and punching is completed
Afterwards, descending reinforcing cage pours concrete immediately, after compressive pile 2 and uplift pile 5 are fully completed, carry out earth excavation, pours ground beam 1 and cross
Beam 6 then carries out backfilling of earthwork, then fills haydite in the haydite filled layer 12 inside ground beam 1 and crossbeam 6, is then smoothed out
Processing, then starts to build that template pours column and shear wall 3 pours joist 7 at the top of shear wall 3 and then carries out absolute altitude collar tie beam 9
Pour, when absolute altitude 9 form removal of collar tie beam, around the both sides of shear wall 3 start build two or four walls 10, then carry out shutter
14 installation, when installation, carry out getting absolute altitude ready using infrared ray gradienter, are then installed, finally on the top of absolute altitude collar tie beam 9
Portion, (i.e. Huanghai Sea absolute altitude), upper erection first floor collar tie beam 8, need to rest is that the high column of all layers and shear wall 3 are aerial by ground end
Subject to 3 position of column and shear wall of layer.
Finally, it should be noted that the above descriptions are merely preferred embodiments of the present invention, it is not limited to this
Utility model, although the utility model is described in detail with reference to the foregoing embodiments, for those skilled in the art
For, it is still possible to modify the technical solutions described in the foregoing embodiments, or to part of technical characteristic
It is equivalently replaced, within the spirit and principle of the utility model, any modification, equivalent replacement, improvement and so on,
It should wrap and be within the protection scope of the utility model.
Claims (6)
1. a kind of first layer ground Damp proof dew retardation framework, including compressive pile (2) and uplift pile (5), it is characterised in that: the resistance to compression
The periphery of stake (2) and uplift pile (5) has poured a circle ground beam (1), and level has poured a crossbeam at the center of the ground beam (1)
(6), the bottom end of the ground beam (1) and crossbeam (6) has poured several groups shear wall (3), vertical between shear wall (3) top
Equipped with joist (7), lacing wire (4) are equipped between the shear wall (3) and compressive pile (2), the ground beam (1), crossbeam (6) and support
It has been poured at the top of beam (7) several groups base station (11), the base station (11) is equipped with haydite filled layer (12), the base station (11)
Upper masonry has Er Siqiang (10), is painted with waterproof mortar (13) on the outside of two or four wall (10), the top of two or four wall (10)
Portion has poured absolute altitude collar tie beam (9), and the upper end of two or four wall (10) is chimeric to be had shutter (14), and the top of shutter (14) and
The bottom end of absolute altitude collar tie beam (9) contacts, and the top of the absolute altitude collar tie beam (9) is equipped with first floor collar tie beam (8).
2. a kind of first layer ground Damp proof dew retardation framework according to claim 1, it is characterised in that: the shutter (14)
Interior side, which is run through, to be had constraining rod (15), and the both ends of constraining rod (15) contradict bottom end and two or four walls of absolute altitude collar tie beam (9) respectively
(10), the shutter (14) is movably fixed on constraining rod (15) by positioning pin, and the other side of the shutter (14) connects
It is connected to traction rope (18).
3. a kind of first layer ground Damp proof dew retardation framework according to claim 2, it is characterised in that: two or four wall (10)
Inner sidewall be equipped with the first fixed pulley (16) and the second fixed pulley (17), first fixed pulley (16) and the second fixed pulley (17)
Positioned at the upper side of shutter (14), and between the first fixed pulley (16) and the second fixed pulley (17) in the same horizontal line,
The traction rope (18) is overlapped on the first fixed pulley (16) and the second fixed pulley (17).
4. a kind of first layer ground Damp proof dew retardation framework according to claim 2, it is characterised in that: the traction rope (18)
End be connected with drive rod (19), the drive rod (19) is equipped with humidity sensor, and the control terminal of humidity sensor
It is connected with the driving end of drive rod (19).
5. a kind of first layer ground Damp proof dew retardation framework according to claim 1, it is characterised in that: the compressive pile (2)
It is cast-in-situ bored pile with uplift pile (5), and is placed with steel reinforcement cage in compressive pile (2) and uplift pile (5), wherein compressive pile (2)
Steel reinforcement cage inner ring diameter be 500mm, the steel reinforcement cage inner ring diameter of uplift pile (5) is 3500mm.
6. a kind of first layer ground Damp proof dew retardation framework according to claim 1, it is characterised in that: the shear wall (3)
Interior to be equipped with vertical bar and horizontal bar, wherein horizontal bar is arranged in the inside of metope, and vertical bar is arranged in the outside of metope.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821951996.4U CN209397705U (en) | 2018-11-26 | 2018-11-26 | A kind of first layer ground Damp proof dew retardation framework |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821951996.4U CN209397705U (en) | 2018-11-26 | 2018-11-26 | A kind of first layer ground Damp proof dew retardation framework |
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| Publication Number | Publication Date |
|---|---|
| CN209397705U true CN209397705U (en) | 2019-09-17 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821951996.4U Active CN209397705U (en) | 2018-11-26 | 2018-11-26 | A kind of first layer ground Damp proof dew retardation framework |
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| CN (1) | CN209397705U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110820809A (en) * | 2019-11-06 | 2020-02-21 | 中国建筑第四工程局有限公司 | Construction method and structure for preventing ground from being wetted |
-
2018
- 2018-11-26 CN CN201821951996.4U patent/CN209397705U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110820809A (en) * | 2019-11-06 | 2020-02-21 | 中国建筑第四工程局有限公司 | Construction method and structure for preventing ground from being wetted |
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