CN207211187U - Outer wall of underground structure HCMW engineering method composite walls - Google Patents
Outer wall of underground structure HCMW engineering method composite walls Download PDFInfo
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- CN207211187U CN207211187U CN201720883499.4U CN201720883499U CN207211187U CN 207211187 U CN207211187 U CN 207211187U CN 201720883499 U CN201720883499 U CN 201720883499U CN 207211187 U CN207211187 U CN 207211187U
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Abstract
The utility model discloses a kind of outer wall of underground structure HCMW engineering method composite walls, including：Soil-cement piling wall, the Soil-cement piling wall include multiple cement mixing methods being continuously mutually twisted, are spaced in the multiple cement mixing method or are continuously inserted with precast reinforced concrete piles；Screed-coat, it is arranged on the inwall of Soil-cement piling wall；Outer wall of underground structure, the outer wall of underground structure are arranged on the inwall of screed-coat, and the outer wall of underground structure includes reinforcing bar and the concrete mixed with waterproof compacting agent.By the above-mentioned means, the utility model is simple and reasonable, cancel fertile groove, so as to avoid the series of malpractice of fertile groove, water resistance enhancing, process is simplified, easy for construction, the shortening duration.
Description
Technical field
Technical field of building construction is the utility model is related to, it is compound more particularly to a kind of outer wall of underground structure HCMW engineering methods
Wall.
Background technology
Traditional outer wall of underground structure working procedure：Supporting, excavation (increasing fertile groove), bed course, waterproof slab, colligation Bottom Board Steel
Muscle and reinforcing steel bars of wallboards, pour underplate concrete, edge-on mould inside and outside colligation exterior wall and post reinforcing bar, outer wall of underground structure, pour exterior wall
Concrete, external wall waterproof coiled material are pasted, waterproofing protection, fertile groove backfill, outdoor pipeline is buried, floor construction, in work progress
Following problem generally existing：
1st, exterior wall shuttering constructional difficulties
Excavation of foundation pit space is limited, and typically reserved construction space fertilizer well width is less than 1.2 meters, outside narrow space underground structure
Wall form difficulty of construction is big, and the working environment of workers is poor, and job scheduling is slow, and scaffold is torn open take twice, and turnover wastes serious；
2nd, fertile groove backfill difficulty densification is real
Space is excessively narrow and small between exterior wall and supporting construction, and waterproof roll needs to protect, and backfill is unable to mechanized construction,
Quality is difficult to control.Feed back is loose, is often mixed into the debris such as fragment of brick, batten, rubbish, or even backfill with water.Posterior settlement continues
Time is grown, and settling amount is big, causes the facilities such as water pipe leak, pipeline damage, aproll decoration to destroy；
3rd, backfill is loose, the retaining basin artificially manufactured
Backfill is loose around outer wall of underground structure, has artificially manufactured a retaining basin, and underground structure is just seated in water storage
In basin, rain ponding, pipe leakage ponding are collected in foundation ditch fertilizer groove, because excavation slope safeguard procedures stop that ponding is lost in,
Water level is higher than ordinary water level in the soil body of periphery in retaining basin.Water buoyancy exceedes design anti-floating standard.This is on many underground structures
The main reason for floating.If local coiled material damages leak, then whole waterproof coiled material system slowly fails；
4th, supporting construction system is scrapped after foundation ditch backfill, and waste seriously forms obstacle simultaneously and is permanently present.
Utility model content
The utility model is mainly solving the technical problems that provide a kind of outer wall of underground structure HCMW engineering method composite walls, structure
Advantages of simple, cancel fertile groove, so as to avoid the series of malpractice of fertile groove, water resistance enhancing, process is simplified, easy for construction, contracting
Casual labourer's phase.
In order to solve the above technical problems, the technical scheme that the utility model uses is：There is provided outside a kind of underground structure
Wall HCMW engineering method composite walls, including：
Soil-cement piling wall, the Soil-cement piling wall include multiple cement mixing methods being continuously mutually twisted,
It is spaced in the multiple cement mixing method or is continuously inserted with precast reinforced concrete piles；
Screed-coat, it is arranged on the inwall of Soil-cement piling wall；
Outer wall of underground structure, the outer wall of underground structure are arranged on the inwall of screed-coat, the outer wall of underground structure bag
Include reinforcing bar and the concrete mixed with waterproof compacting agent.
In one preferred embodiment of the utility model, the cross section of the precast reinforced concrete piles is in dumbbell shape.
In one preferred embodiment of the utility model, waterproof mortar course is provided with the inwall of the screed-coat, it is described
Outer wall of underground structure is arranged on the inwall of waterproof mortar course.
In one preferred embodiment of the utility model, the thickness of the waterproof mortar course is 25 ~ 30mm.
The utility model has the advantages that：
1st, Soil-cement piling wall and water-proof concrete wall are cement base inorganic material, buried underground and soil using material
Earth contacts, and particularly soil cement is grown in underground chemical reaction perdurabgility, and intensity, crystalline solid constantly increase, with underground structure wall
Main body concrete structure is gradually fused into one；
2nd, water resistance significantly increases, and the impervious coefficient of Soil-cement piling wall itself has waterproof action in 10-8cm/s；Water
Soil churned pile wall is combined closely with underground structure concrete exterior wall, is eliminated and is excavated fertile groove, has cut off permeable path, permeates road
Footpath extends, and infiltration hydraulic pressure is substantially reduced；In Soil-cement piling wall, cement soil wall is continuous, from soil, soil cement, concrete
Wall rigidity is gradual change, smaller to concrete walls deformation constraint, and soil cement is impervious strong in itself, plasticity is big, it is permeable to be not easy to be formed
Crack, every prefabricated pile independently bear external force, are wrapped in cement soil wall, bear the impermeability that external force has no effect on soil cement
Energy；
3rd, difficulty of construction is reduced, only need to be in inner side one side shuttering, process using Soil-cement piling wall as outboard template
Simply, by being implanted into split bolt on prefabricated pile, unilateral shuttering operation is easy, easily simple；Cement mixing method is gone along with sb. to guard him
Wall, substantially plane, simple linked network mortar powder are put down, you can do rigid composite waterproof layer；Whole flow process is simple, working face is open,
Worker's construction environment improves；
4th, the duration shortens, and process simplifies, and coiled material construction, backfilling of earthwork, outside scaffold template construction is eliminated, by day
The influence of the external factors such as gas, space is small, and construction joint quantity reduces, and the duration substantially shortens；
5th, cost savings, for turnover using reducing, outside shuttering is required more with quantity such as short and small steel pipe, fasteners, wastes
Seriously, all eliminate；Process simplifies, and construction joint quantity is reduced, and cost of labor reduces；Backfill cost savings；Construction land tenure
Reduce, can amplify using space, development ＆ construction resource is exaggerated.
Brief description of the drawings
, below will be to needed for embodiment description in order to illustrate more clearly of the technical scheme in the embodiment of the utility model
The accompanying drawing to be used is briefly described, it should be apparent that, drawings in the following description are only some realities of the present utility model
Example is applied, for those of ordinary skill in the art, on the premise of not paying creative work, can also be according to these accompanying drawings
Other accompanying drawings are obtained, wherein：
Fig. 1 is the structural representation of the preferred embodiment of the utility model outer wall of underground structure HCMW engineering methods composite wall one；
Fig. 2 is Fig. 1 A-A to sectional view；
Fig. 3 is the structural representation of another preferred embodiment of the utility model outer wall of underground structure HCMW engineering method composite walls；
Fig. 4 is Fig. 3 B-B direction sectional view.
The mark of each part is as follows in accompanying drawing：1st, cement mixing method, 2, precast reinforced concrete piles, 3, screed-coat, 4,
Outer wall of underground structure, 5, split bolt, 6, inner side template, 7, waterproof mortar course.
Embodiment
The technical scheme in the embodiment of the utility model will be clearly and completely described below, it is clear that described
Embodiment is only part of the embodiment of the present utility model, rather than whole embodiments.Based on the implementation in the utility model
Example, all other embodiment that those of ordinary skill in the art are obtained under the premise of creative work is not made, is belonged to
The scope of the utility model protection.
Fig. 1 to Fig. 4 is referred to, the utility model embodiment includes：
Embodiment one：
The present embodiment is adapted to two level and the requirement of following classification of waterproof, specific as follows：
A kind of outer wall of underground structure HCMW engineering method composite walls, including：
Soil-cement piling wall, the Soil-cement piling wall include multiple cement mixing methods 1 being continuously mutually twisted,
It is spaced in the multiple cement mixing method or is continuously inserted with precast reinforced concrete piles 2；
Screed-coat 3, it is arranged on the inwall of Soil-cement piling wall；
Outer wall of underground structure 4, the outer wall of underground structure are arranged on the inwall of screed-coat, the outer wall of underground structure bag
Include reinforcing bar and the concrete mixed with waterproof compacting agent.
The cross section of the precast reinforced concrete piles is in dumbbell shape.
The invention also discloses the construction method of above-mentioned outer wall of underground structure HCMW engineering method composite walls, including following tool
Body step：
A, Soil-cement piling wall construction is carried out using multi-shaft stirring stake machine；
B, underground structure earth excavation, dig to set depth, and the inwall of precast reinforced concrete piles is substantially exposed,
The construction such as also need to carry out conventional waterproof slab, pour herein, I will not elaborate；
C, split bolt 5 is implanted on the inwall of precast reinforced concrete piles；
D, construction of leveling blanket is carried out；
E, outer wall of underground structure framework of steel reinforcement is constructed；
F, using the inwall of screed-coat as outboard template, inner side template 6 is installed on the other end of split bolt；
G, the concrete mixed with waterproof compacting agent is poured；
H, after concrete reaches design strength, form removal, composite wall construction is completed.
Embodiment two：
The present embodiment is adapted to the requirement of one-level classification of waterproof, specific as follows：
A kind of outer wall of underground structure HCMW engineering method composite walls, including：
Soil-cement piling wall, the Soil-cement piling wall include multiple cement mixing methods being continuously mutually twisted,
It is spaced in the multiple cement mixing method or is continuously inserted with precast reinforced concrete piles；
Screed-coat, it is arranged on the inwall of Soil-cement piling wall；
Waterproof mortar course 7, the waterproof mortar course are arranged on the inwall of screed-coat, and the thickness of the waterproof mortar course is
25~30mm；
Outer wall of underground structure, the outer wall of underground structure are arranged on the inwall of waterproof mortar course, outside the underground structure
Wall includes reinforcing bar and the concrete mixed with waterproof compacting agent.
The invention also discloses the construction method of above-mentioned outer wall of underground structure HCMW engineering method composite walls, its feature exists
In, including step in detail below：
A, Soil-cement piling wall construction is carried out using multi-shaft stirring stake machine；
B, underground structure earth excavation, dig to set depth, and the inwall of precast reinforced concrete piles is substantially exposed,
The construction such as also need to carry out conventional waterproof slab, pour herein, I will not elaborate；
C, it is implanted into split bolt on the inwall of precast reinforced concrete piles；
D, construction of leveling blanket is carried out；
E, waterproof mortar course is smeared on the inwall of screed-coat, and is conserved, curing time is more than or equal to 15 days, curing period
Between, waterproof mortar course keeps moistening；
F, detection waterproof mortar course has the defects of free from flaw, hollowing, if any then being repaired, until qualified；
G, outer wall of underground structure framework of steel reinforcement is constructed；
H, using the inwall of screed-coat as outboard template, inner side template is installed on the other end of split bolt；
I, the concrete mixed with waterproof compacting agent is poured；
J, after concrete reaches design strength, form removal, composite wall construction is completed.
The utility model has the advantages that：
1st, Soil-cement piling wall and water-proof concrete wall are cement base inorganic material, buried underground and soil using material
Earth contacts, and particularly soil cement is grown in underground chemical reaction perdurabgility, and intensity, crystalline solid constantly increase, with underground structure wall
Main body concrete structure is gradually fused into one；
2nd, water resistance significantly increases, and the impervious coefficient of Soil-cement piling wall itself has waterproof action in 10-8cm/s；Water
Soil churned pile wall is combined closely with underground structure concrete exterior wall, is eliminated and is excavated fertile groove, has cut off permeable path, permeates road
Footpath extends, and infiltration hydraulic pressure is substantially reduced；In Soil-cement piling wall, cement soil wall is continuous, from soil, soil cement, concrete
Wall rigidity is gradual change, smaller to concrete walls deformation constraint, and soil cement is impervious strong in itself, plasticity is big, it is permeable to be not easy to be formed
Crack, every prefabricated pile independently bear external force, are wrapped in cement soil wall, bear the impermeability that external force has no effect on soil cement
Energy；
3rd, difficulty of construction is reduced, only need to be in inner side one side shuttering, process using Soil-cement piling wall as outboard template
Simply, by being implanted into split bolt on prefabricated pile, unilateral shuttering operation is easy, easily simple；Cement mixing method is gone along with sb. to guard him
Wall, substantially plane, simple linked network mortar powder are put down, you can do rigid composite waterproof layer；Whole flow process is simple, working face is open,
Worker's construction environment improves；
4th, the duration shortens, and process simplifies, and coiled material construction, backfilling of earthwork, outside scaffold template construction is eliminated, by day
The influence of the external factors such as gas, space is small, and construction joint quantity reduces, and the duration substantially shortens；
5th, cost savings, for turnover using reducing, outside shuttering is required more with quantity such as short and small steel pipe, fasteners, wastes
Seriously, all eliminate；Process simplifies, and construction joint quantity is reduced, and cost of labor reduces；Support pile may be used as main body stake one
Point, engineering pile quantity can be reduced；Backfill cost savings；Construction land tenure reduces, and can amplify using space, development ＆ construction money
Source is exaggerated.
Embodiment of the present utility model is the foregoing is only, not thereby limits the scope of the claims of the present utility model, it is every
The equivalent structure or equivalent flow conversion made using the utility model description, or directly or indirectly it is used in other phases
The technical field of pass, similarly it is included in scope of patent protection of the present utility model.
Claims (4)
- A kind of 1. outer wall of underground structure HCMW engineering method composite walls, it is characterised in that including：Soil-cement piling wall, the Soil-cement piling wall includes multiple cement mixing methods being continuously mutually twisted, described It is spaced in multiple cement mixing methods or is continuously inserted with precast reinforced concrete piles；Screed-coat, it is arranged on the inwall of Soil-cement piling wall；Outer wall of underground structure, the outer wall of underground structure are arranged on the inwall of screed-coat, and the outer wall of underground structure includes steel Muscle and the concrete mixed with waterproof compacting agent.
- 2. outer wall of underground structure HCMW engineering method composite walls according to claim 1, it is characterised in that the armored concrete The cross section of prefabricated pile is in dumbbell shape.
- 3. outer wall of underground structure HCMW engineering method composite walls according to claim 1 or 2, it is characterised in that the screed-coat Inwall on be provided with waterproof mortar course, the outer wall of underground structure is arranged on the inwall of waterproof mortar course.
- 4. outer wall of underground structure HCMW engineering method composite walls according to claim 3, it is characterised in that the waterproof mortar course Thickness be 25 ~ 30mm.
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| CN201720883499.4U CN207211187U (en) | 2017-07-20 | 2017-07-20 | Outer wall of underground structure HCMW engineering method composite walls |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107326923A (en) * | 2017-07-20 | 2017-11-07 | 常州市建筑科学研究院集团股份有限公司 | Outer wall of underground structure HCMW engineering methods composite wall and its construction method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107326923A (en) * | 2017-07-20 | 2017-11-07 | 常州市建筑科学研究院集团股份有限公司 | Outer wall of underground structure HCMW engineering methods composite wall and its construction method |
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