CN208363542U - The underground space has the formwork for placing structure of the mattess of water drainage function - Google Patents
The underground space has the formwork for placing structure of the mattess of water drainage function Download PDFInfo
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- CN208363542U CN208363542U CN201820866162.7U CN201820866162U CN208363542U CN 208363542 U CN208363542 U CN 208363542U CN 201820866162 U CN201820866162 U CN 201820866162U CN 208363542 U CN208363542 U CN 208363542U
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- Prior art keywords
- mould
- side wall
- opening
- formwork
- gutter
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Abstract
The utility model discloses the formwork for placing structures that a kind of underground space has the mattess of water drainage function, ground successively lay-up bed course, bottom plate, drainage coiled material and concrete topping from bottom to top, ground is provided with several gutters along straight wall edge, and the gutter being located at region is connected with each other, and the gutter in each region is connected with sump；The drainage coiled material keeps being connected to by sidewall opening with gutter；It includes side wall mould, step mould, sidewall opening mould and opening pillar mould that the gutter, which is poured with template,.It is greatly improved the gutter construction quality on the ground water drainage ground of the underground space, guarantees that infiltration smoothly can be excluded quickly, while strengthening the support strength that concrete topping leans on gutter edge.
Description
Technical field
The utility model belongs to the water drainage technical field of architectural engineering, in particular to a kind of underground space has water drainage
The formwork for placing structure of the mattess of function.
Background technique
With social development, the mankind are more and more extensive and frequently expand and develop to the underground space, as basement,
Underground parking, market place builet below the ground etc..In relevant architectural engineering exploitation, proprietor often requires increasingly construction quality
Height, it is especially also more stringent to relevant waterproof requirement.And in actual underground engineering construction, understand because of geologic structure, apply
Work and maintenance process is improper, quality fluctuations of raw material and temperature, contraction etc. influence, will lead to the bottom for doing waterproof layer
There is crack in plate.And the soleplate crack is often difficult to avoid that, in turn results in different degrees of infiltration, influence construction quality and
Engineering delivery.
Currently, having closure for there are the treatment measures behind crack mainly and rubble hydrophobic layer being arranged in base surface.Usually
Almost difficult reach solves the problems, such as the method for closure at all, and uses rubble hydrophobic layer very stringent to relevant construction requirement, more complicated,
Cost problem is also very prominent simultaneously.Therefore one kind how is provided quickly, low cost infiltration resolution seems very urgent.Shen
A kind of waterproof roll for handling this underground space sweat of utility model of asking someone, waterproof roll includes water proof main body
Portion, and with the integrally formed several hollow protrusions of water proof main part, water proof main part be rollable rectangle structure, it is convex
The side downward for being attached to the water proof main part of the uniform rule in portion out, and concrete mortar is filled with all protrusions
The powerful support to the concrete topping on upper layer is realized to form countless support concrete columns in portion.But in actual construction
In, connectivity structure especially, which is needed to form, in the junction in gutter and waterproof roll is just able to achieve smooth draining, but construct
The overlap joint of template but becomes problem, in pervious construction, flushes on the outside of the edge and gutter of waterproof roll, namely pouring
In building, the outboard template in gutter is close to the edge of waterproof roll, so in the ideal case, after demoulding, can arrange naturally
The lateral wall in ditch forms the sidewall opening connecting with flat waterproof roll.But be actually, because the intensity of waterproof roll has
Limit, concrete can leak in pouring toward sidewall opening, and after causing demoulding, sidewall opening has different degrees of blocking,
Also need to pay it is additional manually cleared up, it is very inconvenient, and there is also the possibility collapsed for the waterproof roll at edge, to work
Cheng Zhiliang causes serious negative effect, and construction efficiency also greatly reduces.
In addition, the edge that waterproof roll is connect with gutter, concrete topping (namely at stepped locations) above
Intensity is relatively fragile, after installing ditch plate, in addition the load of variation is easy to damage.
Utility model content
The purpose of this utility model is that: provide a kind of pouring for mattess of the underground space with water drainage function
Building mould structure is greatly improved the gutter construction quality on the ground water drainage ground of the underground space, guarantees that infiltration can be suitable
It is sharp quickly to exclude, while strengthening the support strength that concrete topping leans on gutter edge.
The technical solution of the utility model is achieved in that a kind of underground space has the concrete ground of water drainage function
The formwork for placing structure in face, the water drainage ground successively lay-up bed course, bottom plate, drainage coiled material and concrete surface from bottom to top
Layer, ground are provided with several gutters along straight wall edge, and are located at the gutter interconnection with region, each region
Gutter be all connected with sump；The drainage coiled material keeps being connected to by sidewall opening with gutter, in favor of arranging rapidly
Water；It includes that side wall mould, step mould, sidewall opening mould and opening pillar mould, the side wall mould are used that the gutter, which is poured with template,
In the molding of lateral wall and inner sidewall, step mould and side wall mould cooperate the molding for being used for step, the sidewall opening mould and outside
The cooperation of wall mould is used for the molding of sidewall opening, and pouring molding of the opening pillar mould for the pillar that is open, the opening pillar is along side
The longitudinal direction of wall opening is uniformly distributed, the load of ditch plate on Auxiliary support step and step.
The underground space described in the utility model has the formwork for placing structure of the mattess of water drainage function, described
Opening pillar mould includes mold cup and die cap, and die cap includes lid body and cover rim, the lid body both ends open, cover rim opening with lid
Edge is extended outward horizontally so as to form, and lid body outer wall can be interference fitted with mold cup upper end inner wall and fix；First in waterproof roll when installation
Several coiled materials with mold cup cooperation of the evenly spaced setting in edge by gutter are open, and mold cup is placed under coiled material opening
Then die cap is fitted into mold cup by portion from the top that coiled material is open, and be fixed the edge of coiled material opening being clamped in mold cup
Between die cap.
The underground space described in the utility model has the formwork for placing structure of the mattess of water drainage function, described
Mold cup further includes in mold cup oral area horizontal-extending cup edge outward.
The underground space described in the utility model has the formwork for placing structure of the mattess of water drainage function, described
The mold cup section of opening pillar mould is circle, and the outer wall of lid body and the upper end opening inner wall of mold cup are respectively equipped with mutually matched outer
Screw thread and internal screw thread.
The underground space described in the utility model has the formwork for placing structure of the mattess of water drainage function, described
The pillar mould that is open is close to setting on the outside of lateral wall mould, and the section of mold cup is quadrangle, mold cup and die cap in the side of outer side wall mould
To being not provided with cup edge and cover rim.
The underground space described in the utility model has the formwork for placing structure of the mattess of water drainage function, described
Step mould is close on the outside of side wall mould, and the lower end surface level of step mould is lower than the level of concrete topping, and difference in height is step
Height；The sidewall opening mould is close to the waist on the outside of lateral wall mould, and bottom plate, upper surface are close in the lower end surface of sidewall opening mould
It is close to the lower surface at drainage coiled material water proof main part edge.
The underground space described in the utility model has the formwork for placing structure of the mattess of water drainage function, described
Template is aluminum alloy material, and the sidewall opening mould and step mould can be bolted with side wall mould, and can be free
Adjust the relative altitude of sidewall opening mould and step mould relative to edge on side wall mould.
The underground space described in the utility model has the formwork for placing structure of the mattess of water drainage function, described
The step mould of aluminium alloy includes step mould main body and step mould is vertically connected with portion, and is vertically connected with portion and side wall mould by step mould
Connection；The sidewall opening mould of the aluminium alloy includes that sidewall opening mould main body and sidewall opening mould are vertically connected with portion, and pass through side
Wall opening mould is vertically connected with portion and connect with side wall mould.
The underground space described in the utility model has the formwork for placing structure of the mattess of water drainage function, described
The evenly spaced side wall mould screw hole vertical equipped with several columns of side wall mould, the step mould are vertically connected in portion and sidewall opening mould
Lower interconnecting piece is provided with the interconnecting piece screw hole corresponding to side wall mould screw hole.
The underground space described in the utility model has the formwork for placing structure of the mattess of water drainage function, at least
Support rod is provided at the side wall mould screw hole of side wall mould, and the support rod both ends at side wall mould screw hole are connected with support plate, institute
Stating support plate can have the side wall mould screw hole of bolt to block from outside to not connected.
The utility model has the following beneficial effects: solving using new type waterproof coiled material in basement water drainage construction processing
The construction problem for the sidewall opening that gutter is connect with waterproof roll is protected by introducing the cooperation of sidewall opening mould and side wall mould
The construction quality and mode of appearance of sidewall opening are demonstrate,proved；And the template of the material using aluminium alloy, so that the template at scene is set
Set it is more convenient, can the upper and lower position adjusted between sidewall opening mould and step mould and side wall mould freely, to adapt to
In the gutter of different depth and the operating condition of different height gutter step height, so that the template of design is with more wide
General adaptability.
Meanwhile it introducing compound opening pillar mould and pouring several opening branch for the longitudinal gap in sidewall opening
Column strengthens the support strength that concrete topping leans on gutter edge.
Detailed description of the invention
Fig. 1 is the utility model drainage coiled material schematic diagram；
Fig. 2 is the protrusion schematic diagram of the utility model drainage coiled material；
Fig. 3 is the schematic diagram of the utility model water drainage ground structure；
Fig. 4 is the utility model water drainage ground formwork for placing structural schematic diagram one；
Fig. 5 is the utility model water drainage ground formwork for placing structural schematic diagram two；
Fig. 6 is the main view of the utility model side wall mould；
Fig. 7 is the main view of the utility model step mould；
Fig. 8 is the side view of the utility model step mould；
Fig. 9 is the main view of the utility model sidewall opening mould；
Figure 10 is the side view of the utility model sidewall opening mould；
Figure 11 is the waterproof roll schematic diagram that the utility model is open with coiled material；
Figure 12 is the connection schematic diagram of the utility model opening pillar mould and waterproof roll；
Figure 13 is the top view of the utility model opening pillar mould.
Specific embodiment
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing and implementation
Example, is further elaborated the utility model technology.It should be appreciated that specific embodiment described herein is only used to
It explains the utility model, is not used to limit the utility model.
As shown, the underground space has the formwork for placing structure of the mattess of water drainage function, the water drainage
Successively lay-up bed course 1, bottom plate 2, drainage coiled material 3 and concrete topping 4, ground are set along 7 edge of straight wall from bottom to top on ground
Several gutters 5 are equipped with, and are located at the gutter interconnection with region, the gutter in each region, which is connected with, catchments
Well；The drainage coiled material 3 include water proof main part 31, and with the integrally formed several hollow protrusions 32 of water proof main part,
The water proof main part 31 is rollable rectangle structure, and the uniform rule of protrusion 32 is attached to the water proof main part 31
Side downward；The protrusion 32 includes blind end and open end 322, and closed end is located at the evagination side of protrusion 32, and
Equipped with horizontal closed bottom 321, open end is located at the other end of protrusion 32, and the opening 322 of open end and water proof main body
Portion 31 is smoothly connected, and protrusion 32 is circular cone structure, and the diameter of 32 open end of protrusion is less than the diameter of closed end；It is described
Drainage coiled material 3 keeps being connected to the gutter 5 of one's respective area, in favor of draining rapidly.
Drainage coiled material 3 described in the present embodiment is used directly for the remediation of basement infiltration, can be by drainage coiled material
The closed bottom 321 of protrusion 32 is directed downwardly to be covered on the basement bottom board 2 for having done water-proofing treatment, the side of drainage coiled material 3
Edge furrow bank in gutter 5 with provided around flushes, and steel mesh reinforcement 41 and casting concrete face are then laid on drainage coiled material 3
Layer 4, concrete enters in the space of protrusion 32, after to be dried, concrete pillar is formed in a large amount of protrusion 32, so that whole
Body stable structure has stronger effect of resist compression, and the runner of countless connections passed through for infiltration is formed between protrusion 32, and
Infiltration can be discharged into gutter 5, the water in gutter 5 is discharged into sump, is taken away by water pump, can keep the ground of the underground space
Face keeps drying for a long time.
The gutter 5 includes bottom of trench 51, side wall (including lateral wall 52 and inner sidewall 53), and is located at lateral wall and interior
The step 54 for being used to install trench cover on edge on side wall, the lateral wall 52 are equipped with sidewall opening 55, institute along the longitudinal direction in gutter
It states drainage coiled material 3 and keeps being connected to gutter 5 by sidewall opening 55, in favor of draining rapidly；The gutter, which pours, uses mould
Plate includes side wall mould 61, step mould 62 and sidewall opening mould 63, the side wall mould 61 for lateral wall 52 and inner sidewall 53 at
Type, step mould 62 and the cooperation of side wall mould 61 are used for the molding of step 54, and the sidewall opening mould 63 is matched with lateral wall mould 61 to be shared
In the molding of sidewall opening 55.
The step mould 62 is close to 61 outside of side wall mould, and the lower end surface level of step mould 62 is lower than the water of concrete topping 4
Flat, difference in height is the height of step 54；The sidewall opening mould 63 is close to the waist in 61 outside of lateral wall mould, sidewall opening
Bottom plate 2 is close in the lower end surface of mould 63, and the lower surface at 3 water proof main part of drainage coiled material, 31 edge is close in upper surface.It in this way can be to prevent
When only pouring, concrete slurry blocks sidewall opening 55 to the space spillage between bottom plate 2 and water proof main part 31, guarantees
55 appearance and Strength Mass of sidewall opening.
The side wall mould 61, step mould 62 and sidewall opening mould 63 can be wood production, adjust side wall mould 61 with
Behind relative position between step mould 62 and sidewall opening mould 63, fixation can be attached by nailing gun.
Further, the template can be aluminum alloy material.The sidewall opening mould 63 and step mould 62 can be with
Side wall mould 61 is bolted, and can freely adjust sidewall opening mould 63 and step mould 62 relative to edge on side wall mould 61
Relative altitude.Specifically, the step mould 62 of the aluminium alloy is vertically connected with portion 622 including step mould main body 621 and step mould, and
Portion 622 is vertically connected with by step mould to connect with side wall mould 61；The sidewall opening mould 63 of the aluminium alloy includes sidewall opening mould
Main body 631 and sidewall opening mould are vertically connected with portion 632, and are vertically connected with portion 632 by sidewall opening mould and connect with side wall mould 61.
The evenly spaced side wall mould screw hole 611 vertical equipped with several columns of the side wall mould 61, the step mould are vertically connected with 622 He of portion
Sidewall opening mould is vertically connected with the 632 interconnecting piece screw holes 623 and interconnecting piece screw hole being provided with corresponding to side wall mould screw hole 611
633。
What is be also spaced between the inner sidewall mould and lateral wall mould is connected with several support rods 64.And at least in side wall mould 61
Side wall mould screw hole 611 at be provided with support rod 64, and 64 both ends of support rod at side wall mould screw hole 611 are connected with support plate
65, the support plate 65 can have the side wall mould screw hole 611 of bolt to block from outside to not connected, avoid slurry from side wall
Mould screw hole 611 leaks outward.
The present embodiment passes through the cooperation of side wall mould 61 and step mould 62 and sidewall opening mould 63, so that the step in gutter 5
54 and sidewall opening 55 have good contour structures and stable Forming Quality, avoid sidewall opening 55 by concrete slurry
Construction quality and efficiency is greatly improved in the problem of blocking and needing manual cleaning.
The present embodiment further includes opening pillar mould 8, pouring molding of the opening pillar mould 8 for the pillar that is open, the opening
Pillar is uniformly distributed along the longitudinal direction of sidewall opening 55, the load on ditch plate on Auxiliary support step 54 and step 54.
The opening pillar mould 8 includes mold cup 81 and die cap 82, and die cap 82 includes lid body 821 and cover rim 822, the lid body
821 both ends opens, cover rim 822 are extended outward horizontally so as to form along 821 upper end opening edge of lid body, and 821 outer wall of lid body can be with mold cup
81 upper end inner walls interference fit is fixed；It is first several in edge evenly spaced setting of the waterproof roll 3 by gutter 5 when installation
The coiled material opening 33 cooperated with mold cup 81, by mold cup 81 is placed in coiled material lower opening portion, then by die cap 82 from coiled material opening 33
Top is fitted into mold cup, and the edge of coiled material opening 33 is clamped between mold cup 81 and die cap 82 by cover rim 822, can will be rolled up
The edge of material opening 33 is fixed, and concrete slurry is avoided to enter in the lower space of waterproof roll 3 from coiled material opening 33.
The mold cup 81 further includes in 81 oral area of mold cup horizontal-extending cup edge 811 outward.In this way in cup edge 811 and cover rim
Under 822 cooperation, can the edge of coiled material opening 33 be fixed stronger.
The opening pillar mould 8 is close to be arranged on the outside of lateral wall mould 61, and the section of mold cup 81 is quadrangle, mold cup 81 and mould
Lid 82 is not provided with cup edge 811 and cover rim 822 in the direction of outer side wall mould.The edge in gutter 5 is leaned on to concrete topping 4 in this way
Form more strong support.In assembled formwork, opening pillar mould 8 is located between two pieces of sidewall opening moulds 63 and side wall mould 61
It abuts.
In other example embodiments of the utility model, 81 section of mold cup of the opening pillar mould 8 is circle, lid
The outer wall of body 821 and the upper end opening inner wall of mold cup 81 are respectively equipped with mutually matched external screw thread and internal screw thread.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Made any modifications, equivalent replacements, and improvements etc., should be included in the utility model within the spirit and principle of utility model
Protection scope within.
Claims (10)
1. the formwork for placing structure that a kind of underground space has the mattess of water drainage function, it is characterised in that: described to dredge
Draining ground, successively lay-up bed course, bottom plate, drainage coiled material and concrete topping, ground are arranged along straight wall edge from bottom to top
There are several gutters, and be located at the gutter interconnection with region, the gutter in each region is connected with sump；Institute
It states drainage coiled material and keeps being connected to gutter by sidewall opening, in favor of draining rapidly；The gutter is poured with template packet
It includes side wall mould, step mould, sidewall opening mould and opening pillar mould, the side wall mould and is used for the molding of lateral wall and inner sidewall, platform
Rank mould and the cooperation of side wall mould be used for the molding of step, the sidewall opening mould and the cooperation of lateral wall mould for sidewall opening at
Type, pouring molding of the opening pillar mould for the pillar that is open, the opening pillar are uniformly distributed along the longitudinal direction of sidewall opening, are used for
The load of ditch plate on Auxiliary support step and step.
2. the underground space according to claim 1 has the formwork for placing structure of the mattess of water drainage function,
Be characterized in that: the opening pillar mould includes mold cup and die cap, and die cap includes lid body and cover rim, the lid body both ends open, lid
Open edge is extended outward horizontally so as to form with the lid of edge, and lid body outer wall can be interference fitted with mold cup upper end inner wall and fix；Installation
When be first open in waterproof roll by the coiled materials of several cooperations with mold cup of the evenly spaced setting in edge in gutter, mold cup is set
In coiled material lower opening portion, then die cap is fitted into mold cup from the top that coiled material is open, and is fixed the side that coiled material is open
Edge is clamped between mold cup and die cap.
3. the underground space according to claim 2 has the formwork for placing structure of the mattess of water drainage function,
Be characterized in that: the mold cup further includes in mold cup oral area horizontal-extending cup edge outward.
4. the underground space according to claim 3 has the formwork for placing structure of the mattess of water drainage function,
Be characterized in that: the mold cup section of the opening pillar mould is circle, and the outer wall of lid body and the upper end opening inner wall of mold cup are set respectively
There are mutually matched external screw thread and internal screw thread.
5. the underground space according to claim 3 has the formwork for placing structure of the mattess of water drainage function,
Be characterized in that: the opening pillar mould is close to setting on the outside of lateral wall mould, and the section of mold cup is that quadrangle, mold cup and die cap are leaning on
The direction of lateral wall mould is not provided with cup edge and cover rim.
6. the underground space according to claim 1 has the formwork for placing structure of the mattess of water drainage function,
Be characterized in that: the step mould is close on the outside of side wall mould, and the lower end surface level of step mould is lower than the level of concrete topping, high
Degree difference is the height of step；The sidewall opening mould is close to the waist on the outside of lateral wall mould, and the lower end surface of sidewall opening mould is tight
Bottom plate is pasted, the lower surface at drainage coiled material water proof main part edge is close in upper surface.
7. the underground space according to claim 6 has the formwork for placing structure of the mattess of water drainage function,
Be characterized in that: the template is aluminum alloy material, and the sidewall opening mould and step mould can be connected with side wall mould by bolt
It connects, and can freely adjust the relative altitude of sidewall opening mould and step mould relative to edge on side wall mould.
8. the underground space according to claim 7 has the formwork for placing structure of the mattess of water drainage function,
Be characterized in that: the step mould of the aluminium alloy includes step mould main body and step mould is vertically connected with portion, and by above and below step mould
Interconnecting piece is connect with side wall mould；The sidewall opening mould of the aluminium alloy includes that sidewall opening mould main body and sidewall opening mould connect up and down
Socket part, and portion is vertically connected with by sidewall opening mould and is connect with side wall mould.
9. the underground space according to claim 8 has the formwork for placing structure of the mattess of water drainage function,
Be characterized in that: the evenly spaced side wall mould screw hole vertical equipped with several columns of the side wall mould, the step mould are vertically connected with portion
The interconnecting piece screw hole corresponding to side wall mould screw hole is provided with the sidewall opening mould portion of being vertically connected with.
10. the underground space according to claim 9 has the formwork for placing structure of the mattess of water drainage function,
It is characterized in that: being at least provided with support rod at the side wall mould screw hole of side wall mould, and the support rod both ends at side wall mould screw hole connect
It is connected to support plate, the support plate there can be the side wall mould screw hole of bolt to block from outside to not connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820866162.7U CN208363542U (en) | 2018-06-06 | 2018-06-06 | The underground space has the formwork for placing structure of the mattess of water drainage function |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820866162.7U CN208363542U (en) | 2018-06-06 | 2018-06-06 | The underground space has the formwork for placing structure of the mattess of water drainage function |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208363542U true CN208363542U (en) | 2019-01-11 |
Family
ID=64931716
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820866162.7U Expired - Fee Related CN208363542U (en) | 2018-06-06 | 2018-06-06 | The underground space has the formwork for placing structure of the mattess of water drainage function |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208363542U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108518051A (en) * | 2018-06-06 | 2018-09-11 | 中铁八局集团第四工程有限公司 | The underground space has the formwork for placing structure of the mattess of water drainage function |
-
2018
- 2018-06-06 CN CN201820866162.7U patent/CN208363542U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108518051A (en) * | 2018-06-06 | 2018-09-11 | 中铁八局集团第四工程有限公司 | The underground space has the formwork for placing structure of the mattess of water drainage function |
| CN108518051B (en) * | 2018-06-06 | 2023-11-03 | 中铁八局集团建筑工程有限公司 | Pouring template structure of concrete floor with drainage function in underground space |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200417 Address after: 610000, No. two, section 100, North Ring Road, Jinniu District, Sichuan, Chengdu Patentee after: CONSTRUCTION COMPANY OF CHINA RAILWAY NO.8 ENGNEERING GROUP Co.,Ltd. Address before: 610000 No. 4 Qiaodong street, northwest Jinniu District, Sichuan, Chengdu Patentee before: NO.4 ENGINEERING CO., LTD. OF CHINA RAILWAY NO.8 BUREAU |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190111 Termination date: 20210606 |