CN106088319A - A kind of overlapping assembled integral basement of the system of hollow building cover without beam - Google Patents
A kind of overlapping assembled integral basement of the system of hollow building cover without beam Download PDFInfo
- Publication number
- CN106088319A CN106088319A CN201610659994.7A CN201610659994A CN106088319A CN 106088319 A CN106088319 A CN 106088319A CN 201610659994 A CN201610659994 A CN 201610659994A CN 106088319 A CN106088319 A CN 106088319A
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- China
- Prior art keywords
- cast
- basement
- prefabricated
- place
- cap
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/0007—Base structures; Cellars
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
A kind of overlapping assembled integral basement of the system of hollow building cover without beam, basement bottom board is full cast-in-place concrete base plate or prefabricated overlapping base plate, basement side wall is prefabricated overlapping sandwich wall, some cast-in-place posts it are provided with in the middle of basement, on cast-in-place post, there is cap, basement roof and negative n-layer use without beam overlapped hollow floor system, and wherein n is natural number, connect into entirety without beam overlapped hollow floor system is cast-in-place with the cap at the prefabricated overlapping sandwich wall top of side wall and cast-in-place post.The present invention gives full play to that prefabrication quality is good, speed is fast, efficiency is high, good environmental protection and cast-in-place good integrity, advantage that structural strength is high, the shortcoming overcoming both, maximize favourable factors and minimize unfavourable ones, the scene that realizes is without modular construction, and earth volume is little, and cost of labor is with the cost of material is low, construction speed is fast, quality controllable, non-environmental-pollution, technical performance is excellent.
Description
Technical field
The invention belongs to construction engineering technical field, be specifically related to the overlapping assembling entirety of a kind of system of hollow building cover without beam
Formula basement.
Background technology
It is known that traditional architecture basement engineering all uses cast-in-place concrete structure, this is accomplished by excavating sufficiently large
Subterranean excavation, with ensure on-the-spot raw material stacking, concrete transportation, formwork, pour, vibrate, maintenance, folding mould etc. are executed on a large scale
Work working place, therefore the earthwork amount of digging is big, and backfill amount is the biggest.It is all to complete at the scene due to all working, all wallboards and top
Plate is intended to configuration template, and template could be removed after concrete is fully achieved intensity, therefore, and template, scaffold demand
Greatly, long construction period, the most, all raw material all transports to scene with bulk form, pollutes environment, causes waste of raw materials,
Cost of labor is high, and concrete cast-in-site manually vibrates, operation easier is big, it is desirable to high, slightly vibrates unreal, will stay
Leakage hidden trouble.Additionally, cast-in-place concrete quality is uncontrollable, curing condition is poor, and concrete occurs that the probability of micro-crack is big,
Later stage rainwater can pass through micro-crack seepage, affects construction quality.
Summary of the invention
The technical problem to be solved is: solves the problem that above-mentioned prior art exists, and provides a kind of without beam
The overlapping assembled integral basement of hollow building cover system, gives full play to that prefabrication quality is good, speed is fast, efficiency is high, environmental protection
Good and the cast-in-place good integrity of performance, the advantage that structural strength is high, the shortcoming overcoming both, maximize favourable factors and minimize unfavourable ones, it is achieved on-the-spot without module
Changing construction, earth volume is little, and cost of labor is with the cost of material is low, and construction speed is fast, quality controllable, non-environmental-pollution, technical performance
Excellent.
The technical solution used in the present invention is: the overlapping assembled integral basement of a kind of system of hollow building cover without beam, ground
Lower room base plate is full cast-in-place concrete base plate or prefabricated overlapping base plate, and basement side wall is prefabricated overlapping sandwich wall, in basement
Between be provided with some cast-in-place posts, cast-in-place post has cap, basement roof and negative n-layer use without beam overlapped hollow floor system, wherein n
For natural number, it is connected by cast-in-place with the cap of the prefabricated overlapping sandwich wall top of side wall and cast-in-place post without beam overlapped hollow floor system
Integral.
In technique scheme, the cap of described cast-in-place post is overlapping cap, including prefabricated post cap portion and cast-in-place cap
Part.
In technique scheme, described overlapped hollow floor system without beam is made up of polylith Prefabricated stacking floor, and every piece prefabricated
Laminated floor slab includes again laminated floor slab preformed layer and laminated floor slab in-situ layer, is uniformly filled with polylith in laminated floor slab in-situ layer
Light filling block or hollow box；Prefabricated stacking floor two ends between two adjacent cast-in-place post caps are directly overlapped on cap,
And connection has distributing bar；And be connected between Prefabricated stacking floor with Prefabricated stacking floor and have piece reinforcing bar；The cast-in-place portion of cap
Divide together with laminated floor slab in-situ layer by cast-in-place concrete integrated connection molding.
In technique scheme, the cap of described cast-in-place post uses bright cap and/or sleeper cap.
In technique scheme, described prefabricated overlapping base plate includes base plate preformed layer and base plate in-situ layer.
In technique scheme, described prefabricated overlapping sandwich wall includes prefabricated siphonal lobe wall, prefabricated internal lobe wall and cast-in-place sandwiched
Layer.
In technique scheme, described laminated floor slab in-situ layer is uniformly filled with polylith light filling block or hollow box
Son, makes to form multiple uniform honeycomb core in laminated floor slab in-situ layer, has wide girt strip between honeycomb core.
The overlapping assembled integral basement of the present invention, by a prefabrication part, the cast-in-place part of on-the-spot overlapping, fills
Distribution waves that prefabrication quality is good, speed is fast, efficiency is high and cast-in-site good integrity, advantage that structural strength is high, overcomes two
The shortcoming of person, maximizes favourable factors and minimizes unfavourable ones, and changes that traditional cast-in-place basement earth volume is big, constructional difficulties, and cost is high, cycle length, efficiency is low,
The original backward state that waste of raw materials is many, environmental pollution is serious, it is achieved that on-the-spot without templating construction, earth volume is little, manually
Cost is with the cost of material is low, and construction speed is fast, quality controllable, and non-environmental-pollution is high-quality and efficient, and has excellent water proofing property
Energy.
With area as 10431m2Basement as a example by, 40 days conventional art durations, 10 days present invention durations, conventional art
Workman 156 people, the present invention only needs 82 people, template used amount to greatly reduce, and scaffold consumption also reduces, and artificial measures is few, masonry
Plastering few, speed of application improves four times, civilized construction, good environmental protection.As a example by construction costs, form work engineering cost of the present invention
Can reduce by 100 yuan/m2, cast in place reinforced bar, concrete works cost reduce by 127 yuan/m2, waterproofing work cost reduces by 87/ m2, build
Body and plastering engineering cost reduce by 29 yuan/m2, scaffolding work expense reduces by 30 yuan/m2, other measure item cost reduce 25
Unit/m2.Therefore, the overlapping assembled basement of the present invention reduces 398 yuan/m of construction costs than conventional art construction basement2。
The present invention is produced as flexible intelligent production line operation, and production efficiency is high, low cost, the transporter of the present invention
Just, efficiently, low cost；The construction of the present invention is simple to operation, and construction quality is controlled, and integrated cost is low, flat appearance, water proofing property
Can be good, total quality is excellent.
Accompanying drawing illustrates:
Fig. 1 is overall structure schematic diagram of the present invention；
Fig. 2 is without beam hollow building cover system floor map.
Reference:
Room base plate under 1,2 basement side walls, 3 cast-in-place posts, 4 caps, 5 laminated floor slab preformed layers, 6 overlapping buildings
Plate in-situ layer, 7 light filling blocks or hollow box, 8 prefabricated post cap portions, 9 cast-in-place cap parts, 10 piece steel
Muscle.
Detailed description of the invention:
See Fig. 1, Fig. 2, the overlapping assembled integral basement of a kind of system of hollow building cover without beam of the present invention, basement bottom board
For full cast-in-place concrete base plate or prefabricated overlapping base plate, basement side wall is prefabricated overlapping sandwich wall, if being provided with in the middle of basement
Dry cast-in-place post, cast-in-place post has cap, basement roof and negative n-layer and uses without beam overlapped hollow floor system, and wherein n is nature
Number, natural number includes 0, passes through existing without beam overlapped hollow floor system with the cap at the prefabricated overlapping sandwich wall top of side wall and cast-in-place post
Watering and connect into entirety, the cap of described cast-in-place post is overlapping cap, including prefabricated post cap portion and cast-in-place cap part, described
Overlapped hollow floor system without beam is made up of polylith Prefabricated stacking floor, every piece of Prefabricated stacking floor include again laminated floor slab preformed layer and
Laminated floor slab in-situ layer, is uniformly filled with polylith light filling block or hollow box in laminated floor slab in-situ layer；Two is adjacent existing
The Prefabricated stacking floor two ends watered between post cap are directly overlapped on cap, and connection has distributing bar；And prefabricated overlapping building
It is connected between plate with Prefabricated stacking floor and has piece reinforcing bar；The cast-in-place part of cap is mixed by watering together with laminated floor slab in-situ layer
The integrated connection molding of solidifying soil, the cap of described cast-in-place post uses bright cap and/or sleeper cap, and described prefabricated overlapping base plate includes the end
Plate preformed layer and base plate in-situ layer, described prefabricated overlapping sandwich wall includes prefabricated siphonal lobe wall, prefabricated internal lobe wall and cast-in-place sandwiched layer,
Described laminated floor slab in-situ layer is uniformly filled with polylith light filling block or hollow box, makes laminated floor slab in-situ layer is formed
Multiple uniform honeycomb cores, have wide girt strip between honeycomb core.
Claims (7)
1. the overlapping assembled integral basement without beam hollow building cover system, it is characterised in that: basement bottom board is complete existing
Pouring concrete base plate or prefabricated overlapping base plate, basement side wall is prefabricated overlapping sandwich wall, is provided with cast-in-place post in the middle of basement, existing
Watering and have cap on post, basement roof and negative n-layer use without beam overlapped hollow floor system, and wherein n is natural number, and natural number includes
0, connect into entirety with the prefabricated overlapping sandwich wall top of side wall and the cap of cast-in-place post by cast-in-place without beam overlapped hollow floor system.
The overlapping assembled integral basement of the system of hollow building cover without beam the most according to claim 1, it is characterised in that: institute
The cap stating cast-in-place post is overlapping cap, including prefabricated post cap portion and cast-in-place cap part.
The overlapping assembled integral basement of the system of hollow building cover without beam the most according to claim 1, it is characterised in that: institute
The overlapped hollow floor system without beam stated is made up of polylith Prefabricated stacking floor, and every piece of Prefabricated stacking floor includes that again laminated floor slab is prefabricated
Layer and laminated floor slab in-situ layer, be uniformly filled with polylith light filling block or hollow box in laminated floor slab in-situ layer；Biphase
Prefabricated stacking floor two ends between adjacent cast-in-place post cap are directly overlapped on cap, and connection has distributing bar；And it is prefabricated folded
Close to be connected between floor and Prefabricated stacking floor and have piece reinforcing bar；The cast-in-place part of cap is passed through together with laminated floor slab in-situ layer
Cast-in-place concrete integrated connection molding.
The overlapping assembled integral basement of the system of hollow building cover without beam the most according to claim 1, it is characterised in that: institute
The cap stating cast-in-place post uses bright cap and/or sleeper cap.
The overlapping assembled integral basement of the system of hollow building cover without beam the most according to claim 1, it is characterised in that: institute
State prefabricated overlapping base plate and include base plate preformed layer and base plate in-situ layer.
The overlapping assembled integral basement of the system of hollow building cover without beam the most according to claim 1, it is characterised in that: institute
State prefabricated overlapping sandwich wall and include prefabricated siphonal lobe wall, prefabricated internal lobe wall and cast-in-place sandwiched layer.
The overlapping assembled integral basement of the system of hollow building cover without beam the most according to claim 1, it is characterised in that: institute
State and laminated floor slab in-situ layer is uniformly filled with polylith light filling block or hollow box, make formation in laminated floor slab in-situ layer many
Individual uniform honeycomb core, has wide girt strip between honeycomb core.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610659994.7A CN106088319A (en) | 2016-08-12 | 2016-08-12 | A kind of overlapping assembled integral basement of the system of hollow building cover without beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610659994.7A CN106088319A (en) | 2016-08-12 | 2016-08-12 | A kind of overlapping assembled integral basement of the system of hollow building cover without beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106088319A true CN106088319A (en) | 2016-11-09 |
Family
ID=57456983
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610659994.7A Pending CN106088319A (en) | 2016-08-12 | 2016-08-12 | A kind of overlapping assembled integral basement of the system of hollow building cover without beam |
Country Status (1)
| Country | Link |
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| CN (1) | CN106088319A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107386431A (en) * | 2017-08-30 | 2017-11-24 | 刘祥锦 | A kind of plate-column structure assembling system and its floor prefabricated components |
| CN107503459A (en) * | 2017-08-30 | 2017-12-22 | 刘祥锦 | A kind of plate-column structure assembling system and its floor prefabricated components and connecting node |
| CN107724524A (en) * | 2017-08-30 | 2018-02-23 | 刘祥锦 | A kind of plate-column structure assembling system and floor prefabricated components and construction method |
Citations (7)
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|---|---|---|---|---|
| JPH07207800A (en) * | 1994-01-10 | 1995-08-08 | Kajima Corp | Floor construction method using precast reinforced concrete large beam and steel frame small beam |
| CN1260436A (en) * | 1999-01-13 | 2000-07-19 | 北京华洋建设开发有限公司 | Medium- and high-rise steel structure earthquake-resistant building system |
| CN1355359A (en) * | 2000-11-24 | 2002-06-26 | 蔡伟杰 | Quickly installed container-type building |
| CN101230607A (en) * | 2007-01-28 | 2008-07-30 | 邱则有 | Structure combination parts for hollow slab |
| CN201228392Y (en) * | 2007-06-15 | 2009-04-29 | 王亮 | Can change the infrastructure of growth pattern |
| CN103741714A (en) * | 2013-12-09 | 2014-04-23 | 中国建筑第二工程局有限公司 | Full-cover excavation top-down construction method for underground engineering |
| CN205894279U (en) * | 2016-08-12 | 2017-01-18 | 长沙远大住宅工业集团股份有限公司 | Integral basement of coincide assembly of hollow superstructure system of no roof beam |
-
2016
- 2016-08-12 CN CN201610659994.7A patent/CN106088319A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07207800A (en) * | 1994-01-10 | 1995-08-08 | Kajima Corp | Floor construction method using precast reinforced concrete large beam and steel frame small beam |
| CN1260436A (en) * | 1999-01-13 | 2000-07-19 | 北京华洋建设开发有限公司 | Medium- and high-rise steel structure earthquake-resistant building system |
| CN1355359A (en) * | 2000-11-24 | 2002-06-26 | 蔡伟杰 | Quickly installed container-type building |
| CN101230607A (en) * | 2007-01-28 | 2008-07-30 | 邱则有 | Structure combination parts for hollow slab |
| CN201228392Y (en) * | 2007-06-15 | 2009-04-29 | 王亮 | Can change the infrastructure of growth pattern |
| CN103741714A (en) * | 2013-12-09 | 2014-04-23 | 中国建筑第二工程局有限公司 | Full-cover excavation top-down construction method for underground engineering |
| CN205894279U (en) * | 2016-08-12 | 2017-01-18 | 长沙远大住宅工业集团股份有限公司 | Integral basement of coincide assembly of hollow superstructure system of no roof beam |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107386431A (en) * | 2017-08-30 | 2017-11-24 | 刘祥锦 | A kind of plate-column structure assembling system and its floor prefabricated components |
| CN107503459A (en) * | 2017-08-30 | 2017-12-22 | 刘祥锦 | A kind of plate-column structure assembling system and its floor prefabricated components and connecting node |
| CN107724524A (en) * | 2017-08-30 | 2018-02-23 | 刘祥锦 | A kind of plate-column structure assembling system and floor prefabricated components and construction method |
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Application publication date: 20161109 |