CN206521774U - basement structure with water proof structure - Google Patents
basement structure with water proof structure Download PDFInfo
- Publication number
- CN206521774U CN206521774U CN201720174155.6U CN201720174155U CN206521774U CN 206521774 U CN206521774 U CN 206521774U CN 201720174155 U CN201720174155 U CN 201720174155U CN 206521774 U CN206521774 U CN 206521774U
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- CN
- China
- Prior art keywords
- bar
- proof
- rubber water
- water
- wall
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- 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.)
- Expired - Fee Related
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- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The utility model discloses a kind of basement structure with water proof structure, including：Horizontal construction joint, it is arranged on the sole plate of basement and pours the joining place of wall；The lower end of two row's vertical reinforcements is embedded to be arranged in horizontal construction joint, and two row's vertical reinforcements edge pours wall and upwardly extends setting；Rubber water-proof bar, its partially embedded divergence that is arranged on is sewed on, and rubber water-proof bar is arranged between two row's vertical reinforcements, the cross section of rubber water-proof bar is right angled triangle, and one of right angle waist of rubber water-proof bar is resisted against on the side wall of any row's vertical reinforcement；Bar is anchored, it is provided projectingly on the length direction of anchoring bar from another right angle waist of rubber water-proof bar；And waterproof mortar course, its is L-shaped be coated in sole plate and the outer surface of the joining place that pours wall on.The utility model can significantly improve the waterproof quality of hypogee exterior wall and bottom plate junction, can simplify process in addition, save the duration, reduce construction cost.
Description
Technical field
The utility model is related to underground project waterproof technical field of structures, more particularly to a kind of underground with water proof structure
Cell structure.
Background technology
In building engineering construction, because the need for construction technology, it is necessary to stay and set horizontal construction joint.In underground engineering,
Horizontal construction joint is the easy node for occurring seepage.Existing national standards《Technical code for water proof in underground engineering》GB50108-2008
Regulation, exterior wall horizontal construction joint, which should be stayed in, to be higher by wall of the backplate surface not less than 300mm.Past mixes using the slump is small
During solidifying soil, the easy vibration compacting of walls concrete of bottom plate 300mm parts is higher by.But as pump concrete is popularized, construction
In widely used chutable concrete, in this case, while pouring bottom plate (floor) and being higher by more than bottom plate 300mm exterior wall
When, vibrated if carrying out specification to walls concrete, concrete can sink in wall hangs mould, and anti-overflow goes out at bottom plate, because
This in most cases, workman is that concrete is fitted into wall form with spade, encages concrete and does not sink, hardly enters
Row vibrates.Vibrated although drum in this position during construction and to carry out second pouring, in extensive, mechanized construction feelings
Under condition, it is difficult to accomplish, cause bottom plate (floor) and at the inner corner trim of exterior wall, multiple honeycomb, pitted skin and bad root phenomenon, seepage also just exist
Institute is unavoidable.In addition, on turn over 300m exterior wall must be using hanging mould, material of not only taking a lot of work, influence duration, and add and be constructed into
This.
Utility model content
A purpose of the present utility model is to solve at least the above, and provides the advantage that at least will be described later.
The utility model also has a purpose to be to provide a kind of basement structure with water proof structure, and it can significantly be carried
The lower external wall in highland and the waterproof quality of bottom plate junction, can simplify process, save the duration, reduce construction cost in addition.
In order to realize that there is provided a kind of ground with water proof structure according to these purposes of the present utility model and further advantage
Lower cell structure, including：
Horizontal construction joint, it is arranged on the upper surface of the sole plate of basement, and is arranged on sole plate with pouring
The joining place of wall；
Two row's vertical reinforcements, its lower end is embedded to be arranged in the horizontal construction joint, and the two rows vertical reinforcement edge
Pour wall and upwardly extend setting；
Rubber water-proof bar, its partially embedded divergence that is arranged on is sewed on, and rubber water-proof bar is arranged on two row
Between vertical reinforcement, the cross section of the rubber water-proof bar is right angled triangle, and one of them of the rubber water-proof bar is straight
Angle waist is resisted against on the side wall of any row's vertical reinforcement；Bar is anchored, it is protruded from another right angle waist of the rubber water-proof bar
On the length direction for being arranged on the anchoring bar, the anchoring bar is removably embedded in the horizontal construction joint；And
Waterproof mortar course, its L-shaped outer surface for being coated in the sole plate and the joining place for pouring wall
On.
Preferably, the rubber water-proof bar is not contacted with each other between two, and two rubber water-proof bars.
Preferably, the one of right angle waist being resisted against on the side wall of any row's vertical reinforcement of the rubber water-proof bar
Length be 20-25mm；The length of another right angle waist in the cross section of the rubber water-proof bar is 10-15mm.
Preferably, the thickness of the waterproof mortar course is 1-4mm.
Preferably, the width of the anchoring bar is 10-20mm, and thickness is 3-6mm.
Preferably, the setting for being coated in the waterproof mortar course of the part of the madial wall for pouring wall is highly
12-18cm, the setting length for being coated in the waterproof mortar course of the remainder of the upper surface of the sole plate is 10-
15cm。
Preferably, in addition to：Multiple burrs, it is formed at the rubber water-proof bar surface.
The utility model at least includes following beneficial effect：
Due to basement sole plate and to pour wall be in not same period pouring construction, so horizontal construction joint is actually
It is basement sole plate and pours the gap of self-assembling formation between wall.It is unavoidable, accordingly, it would be desirable to when pouring wall,
Rubber water-proof bar is added at the horizontal construction joint, and is equipped with the waterproof mortar course of outer surface and carries out water-proofing treatment, than original
The good water-proof effect of one layer of waterproof mortar course is only set；Rubber water-proof bar can be fixed on horizontal construction joint in advance by anchoring bar
Upper surface on；And the inclined-plane due to rubber water-proof bar towards being set upward, and in casting process, concrete is pressed down against
During, rubber water-proof bar is squeezed on reinforcing bar so that rubber water-proof bar will not be shifted over, and sole plate is with pouring walling
The compact conformation of the joining place of body, waterproof effect is more preferable.
In summary, the utility model can significantly improve the waterproof quality of hypogee exterior wall and bottom plate junction, separately
Process can be simplified outside, the duration is saved, construction cost is reduced.
Further advantage of the present utility model, target and feature embody part by following explanation, and part will also pass through
Research of the present utility model and practice are understood by the person skilled in the art.
Brief description of the drawings
Fig. 1 is the part section of the basement structure with waterproof construction described in one embodiment of the present utility model
Figure；
Fig. 2 is the partial cutaway of the basement structure with waterproof construction described in another embodiment of the present utility model
Face figure.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings, to make those skilled in the art with reference to explanation
Book word can be implemented according to this.
It should be appreciated that such as " having ", "comprising" and " comprising " term used herein do not allot one or many
The presence or addition of individual other elements or its combination.
As shown in figure 1, the utility model provides a kind of basement structure with water proof structure, including：
Horizontal construction joint 101, it is arranged on the upper surface 102 of the sole plate 10 of basement, and is arranged on basic bottom
Plate and the joining place for pouring wall 20；Two row's vertical reinforcements 30, its lower end is embedded to be arranged in the horizontal construction joint, and institute
State two row's vertical reinforcements and upwardly extend setting along pouring wall；Rubber water-proof bar 40, its is partially embedded to be arranged on divergence
Sew on, and rubber water-proof bar is arranged between the two rows vertical reinforcement, the cross section of the rubber water-proof bar is right angle trigonometry
Shape, and one of right angle waist of the rubber water-proof bar is resisted against on the side wall of any row's vertical reinforcement；Bar 401 is anchored, its
It is provided projectingly from another right angle waist of the rubber water-proof bar on the length direction of the anchoring bar, the anchoring bar is removable
In the insertion horizontal construction joint unloaded；And waterproof mortar course 50, its is L-shaped to be coated in the sole plate and is poured with described
On the outer surface of the joining place of walling body.In this programme, because basement sole plate with pouring wall is poured in the not same period
Construction is built, so horizontal construction joint is actually basement sole plate and pours the gap of self-assembling formation between wall, nothing
Can avoid, accordingly, it would be desirable to when pouring wall, at the horizontal construction joint in add rubber water-proof bar, and be equipped with outer surface
Waterproof mortar course carries out water-proofing treatment, than the good water-proof effect of one layer of waterproof mortar course of original only setting；Anchoring bar can be by
Rubber water-proof bar is fixed on the upper surface of horizontal construction joint in advance；And because the inclined-plane direction of rubber water-proof bar is set upward
Put, in casting process, during concrete is pressed down against, rubber water-proof bar is squeezed on reinforcing bar so that rubber water-proof bar
Will not be shifted over, and sole plate and pour wall joining place compact conformation, waterproof effect is more preferable.
As shown in Fig. 2 in a preferred scheme, the rubber water-proof bar is two, and two rubber water-proof bars it
Between do not contact with each other.In this programme, carry out not connecing between water-proofing treatment, and two slat gum sealing rods using two slat gum sealing rods
Touch, to ensure that the concrete parts poured are directly contacted with sole plate, while waterproof effect is improved, and do not influence to pour
Tautness between wall and sole plate.
As shown in figure 1, in a preferred scheme, the rubber water-proof bar is resisted against on the side wall of any row's vertical reinforcement
One of right angle waist length be 20-25mm；The length of another right angle waist in the cross section of the rubber water-proof bar is
10-15mm.In this programme, the height of rubber water-proof bar is more than its width, it is had a fixed length in the short transverse of wall
The extension of degree, can effectively adsorb and stop the moisture that wall upper end is permeated to horizontal construction joint, it is ensured that waterproof effect.
As shown in Figure 1 or 2, in a preferred scheme, the thickness of the waterproof mortar course is 1-4mm.Such as：Waterproof sand
The thickness of pulp layer is 1mm, 2mm, 3mm or 4mm.
As shown in Figure 1 or 2, in a preferred scheme, the width of the anchoring bar is 10-20mm, and thickness is 3-6mm.
Anchoring bar is used not only for anchoring rubber water-proof bar, also with waterproof water sorption, it is therefore desirable to certain width and thickness
Degree, width can be 10mm, 15mm or 20mm, and thickness can be 3mm, 4mm, 5mm or 6mm.
As shown in Figure 1 or 2, in a preferred scheme, be coated in the madial wall for pouring wall part it is described
The setting of waterproof mortar course is highly 12-18cm, is coated in the waterproof of the remainder of the upper surface of the sole plate
The setting length of screed is 10-15cm.
In one preferred scheme, in addition to：Multiple burrs, it is formed at the rubber water-proof bar surface.Multiple burrs can
To increase rubber water-proof bar surface roughness, increase its caking ability between casting concrete, prevent rubber water-proof bar from shifting.
Although embodiment of the present utility model is disclosed as above, it is not restricted in specification and embodiment
Listed to use, it can be applied to various suitable fields of the present utility model completely, for those skilled in the art,
Other modification is easily achieved, therefore under the universal limited without departing substantially from claim and equivalency range, this reality
Specific details is not limited to new and shown here as the legend with description.
Claims (7)
1. a kind of basement structure with water proof structure, it is characterised in that including：
Horizontal construction joint, it is arranged on the upper surface of the sole plate of basement, and is arranged on sole plate and is poured wall
Joining place；
Two row's vertical reinforcements, its lower end is embedded to be arranged in the horizontal construction joint, and two rows vertical reinforcement edge is poured
Wall upwardly extends setting；
Rubber water-proof bar, its partially embedded divergence that is arranged on is sewed on, and to be arranged on two row vertical for rubber water-proof bar
Between reinforcing bar, the cross section of the rubber water-proof bar is right angled triangle, and one of right angle waist of the rubber water-proof bar
On the side wall for being resisted against any row's vertical reinforcement；Bar is anchored, it is provided projectingly from another right angle waist of the rubber water-proof bar
On the length direction of the anchoring bar, the anchoring bar is removably embedded in the horizontal construction joint；And
Waterproof mortar course, its is L-shaped be coated in the sole plate with the outer surface of the joining place for pouring wall.
2. there is the basement structure of water proof structure as claimed in claim 1, it is characterised in that the rubber water-proof bar is two
Do not contacted with each other between bar, and two rubber water-proof bars.
3. there is the basement structure of water proof structure as claimed in claim 1, it is characterised in that the rubber water-proof bar is supported
The length for leaning against one of right angle waist on the side wall of any row's vertical reinforcement is 20-25mm；The horizontal stroke of the rubber water-proof bar
The length of another right angle waist of tangent plane is 10-15mm.
4. there is the basement structure of water proof structure as claimed in claim 1, it is characterised in that the thickness of the waterproof mortar course
Spend for 1-4mm.
5. there is the basement structure of water proof structure as claimed in claim 1, it is characterised in that the width of the anchoring bar is
10-20mm, thickness is 3-6mm.
6. there is the basement structure of water proof structure as claimed in claim 1, it is characterised in that pour wall described in being coated in
Madial wall part the waterproof mortar course setting highly be 12-18cm, be coated in the upper surface of the sole plate
Remainder the waterproof mortar course setting length be 10-15cm.
7. there is the basement structure of water proof structure as claimed in claim 1, it is characterised in that also include：Multiple burrs, its
It is formed at the rubber water-proof bar surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720174155.6U CN206521774U (en) | 2017-02-24 | 2017-02-24 | basement structure with water proof structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720174155.6U CN206521774U (en) | 2017-02-24 | 2017-02-24 | basement structure with water proof structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206521774U true CN206521774U (en) | 2017-09-26 |
Family
ID=59892762
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720174155.6U Expired - Fee Related CN206521774U (en) | 2017-02-24 | 2017-02-24 | basement structure with water proof structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206521774U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN119287981A (en) * | 2024-09-30 | 2025-01-10 | 中国一冶集团有限公司 | Waterproof structure and method for the joint between new and old underground concrete structures |
-
2017
- 2017-02-24 CN CN201720174155.6U patent/CN206521774U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN119287981A (en) * | 2024-09-30 | 2025-01-10 | 中国一冶集团有限公司 | Waterproof structure and method for the joint between new and old underground concrete structures |
| CN119287981B (en) * | 2024-09-30 | 2025-11-14 | 中国一冶集团有限公司 | Waterproofing Structure and Methods for the Connection Between New and Old Underground Concrete Structures |
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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: 20170926 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |