CN106088318A - The overlapping assembled integral basement that flat slab system is combined with post and lintel system - Google Patents
The overlapping assembled integral basement that flat slab system is combined with post and lintel system Download PDFInfo
- Publication number
- CN106088318A CN106088318A CN201610659749.6A CN201610659749A CN106088318A CN 106088318 A CN106088318 A CN 106088318A CN 201610659749 A CN201610659749 A CN 201610659749A CN 106088318 A CN106088318 A CN 106088318A
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- Prior art keywords
- cast
- prefabricated
- place
- basement
- floor
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
-
- 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
- E04B5/18—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members
-
- 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
- E04B5/43—Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The overlapping assembled integral basement that a kind of flat slab system is combined with post and lintel system, 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, cap and composite beam it is fixedly connected with on cast-in-place post, basement roof uses arch without beam, arch without beam to connect into entirety with the prefabricated overlapping sandwich wall top of side wall and the cap three of cast-in-place post by cast-in-place；The negative n-layer of basement uses Prefabricated stacking floor, Prefabricated stacking floor to connect into entirety with the composite beam on cast-in-place post by cast-in-place.The present invention changes that traditional cast-in-place basement earth volume is big, constructional difficulties, cost is high, the original backward state that cycle length, efficiency are low, waste of raw materials is many, environmental pollution is serious, it is achieved that on-the-spot without templating construction, earth volume is little, cost of labor is with the cost of material is low, construction speed is fast, quality controllable, non-environmental-pollution, high-quality and efficient, and there is excellent water resistance.
Description
Technical field
The invention belongs to construction engineering technical field, be specifically related to a kind of overlapping assembled integral 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 that floor system is combined with post and lintel system, gives full play to that prefabrication quality is good, speed fast, effect
Rate height, good environmental protection and cast-in-place good integrity, the advantage that structural strength is high, the shortcoming overcoming both, maximize favourable factors and minimize unfavourable ones, it is achieved existing
Field is without modular construction, and 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 is excellent.
The technical solution used in the present invention is: the overlapping assembled integral that a kind of flat slab system is combined with post and lintel system
Basement, basement bottom board is full cast-in-place concrete base plate or prefabricated overlapping base plate, and basement side wall is prefabricated overlapping sandwich wall,
Being provided with some cast-in-place posts in the middle of basement, cast-in-place post is fixedly connected with cap and composite beam, basement roof uses without Liang Lou
Cap three on the prefabricated overlapping sandwich wall top of lid, arch without beam and side wall and cast-in-place post connects into entirety by cast-in-place；
The negative n-layer of basement uses Prefabricated stacking floor, and n is natural number, and Prefabricated stacking floor and the composite beam on cast-in-place post are by existing
Water and connect into entirety.
In technique scheme, described cap is overlapping cap, including prefabricated post cap portion and cast-in-place cap part；Institute
The composite beam stated includes precast beam part and Cast-in-situ Beam part.
In technique scheme, described arch without beam includes overlapping solid superstructure without beam overlapped hollow floor system or without beam.
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；Its laminated floor slab preformed layer two ends of Prefabricated stacking floor between two adjacent cast-in-place post caps are straight
Connect and be overlapped on cap, and connection has distributing bar, and be connected between Prefabricated stacking floor with Prefabricated stacking floor and have piece steel
Muscle；The cast-in-place cap part of cap passes through cast-in-place concrete integrated connection together with the laminated floor slab in-situ layer of Prefabricated stacking floor
Fixed-type.
In technique scheme, described is made up of polylith Prefabricated stacking floor without the beam solid superstructure of overlapping, and every piece prefabricated
Laminated floor slab includes again laminated floor slab preformed layer and laminated floor slab in-situ layer；Prefabricated overlapping building between two adjacent cast-in-place post caps
Its laminated floor slab preformed layer two ends of plate are directly overlapped on cap, and connection has distributing bar；And Prefabricated stacking floor is with prefabricated
Connect between laminated floor slab and have piece reinforcing bar, the cast-in-place cap part of cap and the laminated floor slab in-situ layer one of Prefabricated stacking floor
Rise fixed-type by cast-in-place concrete integrated connection.
In technique scheme, described basement is born the Prefabricated stacking floor of n-layer employing and is included prefabricated overlapping solid floor
Or prefabricated sandwich hollow slab.
In technique scheme, described prefabricated overlapping solid floor includes that laminated floor slab preformed layer and laminated floor slab are cast-in-place
Layer, the laminated floor slab preformed layer termination of prefabricated overlapping solid floor is overlapped on the precast beam part of composite beam, and connection has piece
Reinforcing bar and/or distributing bar, the laminated floor slab in-situ layer of prefabricated overlapping solid floor leads to together with the Cast-in-situ Beam part of composite beam
Cross cast-in-place concrete integrated connection fixed-type.
In technique scheme, described prefabricated sandwich hollow slab includes that laminated floor slab preformed layer and laminated floor slab are cast-in-place
Layer, is uniformly filled with polylith light filling block or hollow box in laminated floor slab in-situ layer, and laminated floor slab preformed layer termination is taken
It is connected on the precast beam part of composite beam, and connection has piece reinforcing bar and/or distributing bar, the overlapping building of prefabricated sandwich hollow slab
Plate in-situ layer is fixed-type by cast-in-place concrete integrated connection together with the Cast-in-situ Beam part of composite beam.
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 reduces, and builds
Body is plastered minimizing, and speed of application improves four times, civilized construction, good environmental protection.As a example by construction costs, form work engineering cost subtracts
Few 100 yuan/m2, cast in place reinforced bar, concrete works cost reduce by 127 yuan/m2, waterproofing work cost reduces by 87/ m2, masonry and
Plastering engineering cost reduces by 29 yuan/m2, scaffolding work expense reduces by 30 yuan/m2, other measure item cost minimizing 25 yuan/
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 overlapped hollow floor system floor map；
Fig. 3 is to overlap solid superstructure floor map without beam；
Fig. 4 is prefabricated sandwich hollow slab structural representation；
Fig. 5 is prefabricated overlapping solid floor structural representation.
Reference: 1 basement bottom board, 2 prefabricated overlapping sandwich walls, 3 cast-in-place posts, 4 caps,
5 laminated floor slab preformed layers, 6 laminated floor slab in-situ layers, 7 light filling blocks or hollow box, 8 prefabricated caps,
9 cast-in-place caps, 10 piece reinforcing bars, 11 composite beams, 12 truss.
Detailed description of the invention:
See Fig. 1 ~ Fig. 5, the overlapping assembled integral basement that the flat slab system of the present invention is combined with post and lintel system, underground
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 the middle of basement
Being provided with some cast-in-place posts, cast-in-place post is fixedly connected with cap and composite beam, basement roof uses arch without beam, arch without beam
Entirety is connected into by cast-in-place with the cap three on the prefabricated overlapping sandwich wall top of side wall and cast-in-place post；The negative n of basement
Layer uses Prefabricated stacking floor, and n is natural number, Prefabricated stacking floor and the composite beam on cast-in-place post pass through cast-in-place connect into whole
Body, described cap is overlapping cap, including prefabricated post cap portion and cast-in-place cap part；Described composite beam includes precast beam
Part and Cast-in-situ Beam part, described arch without beam includes overlapping solid superstructure without beam overlapped hollow floor system or without beam, 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
Water its laminated floor slab preformed layer two ends of the Prefabricated stacking floor between post cap to be directly overlapped on cap, and connection has construction steel
Muscle, and be connected between Prefabricated stacking floor with Prefabricated stacking floor and have piece reinforcing bar；The cast-in-place cap part of cap and prefabricated folded
The laminated floor slab in-situ layer closing floor is fixed-type by cast-in-place concrete integrated connection together, and described overlaps solid building without beam
Lid is made up of polylith Prefabricated stacking floor, and every piece of Prefabricated stacking floor includes that again laminated floor slab preformed layer and laminated floor slab are cast-in-place
Layer；Prefabricated stacking floor between two adjacent cast-in-place post caps, its laminated floor slab preformed layer two ends are directly overlapped on cap, and
Connect and have distributing bar；And be connected between Prefabricated stacking floor with Prefabricated stacking floor and have piece reinforcing bar；The cast-in-place cap of cap
Part is fixed-type by cast-in-place concrete integrated connection together with the laminated floor slab in-situ layer of Prefabricated stacking floor, described underground
Room is born the Prefabricated stacking floor of n-layer employing and is included prefabricated overlapping solid floor or prefabricated sandwich hollow slab, and described is prefabricated folded
Close solid floor and include laminated floor slab preformed layer and laminated floor slab in-situ layer, the laminated floor slab preformed layer of prefabricated overlapping solid floor
Termination is overlapped on the precast beam part of composite beam, and connection has piece reinforcing bar and/or distributing bar, prefabricated overlapping solid floor
Laminated floor slab in-situ layer is fixed-type by cast-in-place concrete integrated connection together with the Cast-in-situ Beam part of composite beam, and described is pre-
Sandwich hollow slab processed includes laminated floor slab preformed layer and laminated floor slab in-situ layer, is uniformly filled with in laminated floor slab in-situ layer
Polylith light filling block or hollow box, laminated floor slab preformed layer termination is overlapped on the precast beam part of composite beam, and connection has
Piece reinforcing bar and/or distributing bar, the laminated floor slab in-situ layer of prefabricated sandwich hollow slab and the Cast-in-situ Beam part one of composite beam
Rise fixed-type by cast-in-place concrete integrated connection.
Claims (8)
1. the overlapping assembled integral basement that a flat slab system is combined with post and lintel system, it is characterised in that: basement
Base plate is full cast-in-place concrete base plate or prefabricated overlapping base plate, and basement side wall is prefabricated overlapping sandwich wall, sets in the middle of basement
Having some cast-in-place posts, cast-in-place post is fixedly connected with cap and composite beam, basement roof uses arch without beam, arch without beam with
Cap three on the prefabricated overlapping sandwich wall top of side wall and cast-in-place post connects into entirety by cast-in-place；The negative n-layer of basement
Using Prefabricated stacking floor, n is natural number, and Prefabricated stacking floor connects into entirety with the composite beam on cast-in-place post by cast-in-place.
The overlapping assembled integral basement that flat slab system the most according to claim 1 is combined with post and lintel system, its
It is characterised by: described cap is overlapping cap, including prefabricated post cap portion and cast-in-place cap part；Described composite beam includes
Precast beam part and Cast-in-situ Beam part.
The overlapping assembled integral basement that flat slab system the most according to claim 1 is combined with post and lintel system, its
It is characterised by: described arch without beam includes overlapping solid superstructure without beam overlapped hollow floor system or without beam.
The overlapping assembled integral basement that flat slab system the most according to claim 3 is combined with post and lintel system, its
Being characterised by: described overlapped hollow floor system without beam is made up of polylith Prefabricated stacking floor, every piece of Prefabricated stacking floor includes again
Laminated floor slab preformed layer and laminated floor slab in-situ layer, be uniformly filled with polylith light filling block or sky in laminated floor slab in-situ layer
Heart box；Its laminated floor slab preformed layer two ends of Prefabricated stacking floor between two adjacent cast-in-place post caps are directly overlapped on cap
On, and connect and have distributing bar, and it is connected between Prefabricated stacking floor with Prefabricated stacking floor and has piece reinforcing bar；Cap cast-in-place
Cap part is fixed-type by cast-in-place concrete integrated connection together with the laminated floor slab in-situ layer of Prefabricated stacking floor.
The overlapping assembled integral basement that flat slab system the most according to claim 3 is combined with post and lintel system, its
It is characterised by: described is made up of polylith Prefabricated stacking floor without the beam solid superstructure of overlapping, and every piece of Prefabricated stacking floor includes again
Laminated floor slab preformed layer and laminated floor slab in-situ layer；Its laminated floor slab of Prefabricated stacking floor between two adjacent cast-in-place post caps is pre-
Preparative layer two ends are directly overlapped on cap, and connection has distributing bar；And connect between Prefabricated stacking floor and Prefabricated stacking floor
It is connected to piece reinforcing bar；The cast-in-place cap part of cap passes through cast-in-place coagulation together with the laminated floor slab in-situ layer of Prefabricated stacking floor
Soil integrated connection is fixed-type.
The overlapping assembled integral basement that flat slab system the most according to claim 1 is combined with post and lintel system, its
It is characterised by: described basement is born the Prefabricated stacking floor of n-layer employing and included prefabricated overlapping solid floor or prefabricated overlapped hollow
Floor.
The overlapping assembled integral basement that flat slab system the most according to claim 6 is combined with post and lintel system, its
Being characterised by: described prefabricated overlapping solid floor includes laminated floor slab preformed layer and laminated floor slab in-situ layer, prefabricated overlapping is real
The laminated floor slab preformed layer termination of heart floor is overlapped on the precast beam part of composite beam, and connection has piece reinforcing bar and/or structure
Reinforcing bar, the laminated floor slab in-situ layer of prefabricated overlapping solid floor is whole by cast-in-place concrete together with the Cast-in-situ Beam part of composite beam
Body is connected into type.
The overlapping assembled integral basement that flat slab system the most according to claim 6 is combined with post and lintel system, its
It is characterised by: described prefabricated sandwich hollow slab includes laminated floor slab preformed layer and laminated floor slab in-situ layer, at laminated floor slab
Uniformly being filled with polylith light filling block or hollow box in in-situ layer, laminated floor slab preformed layer termination is overlapped on the pre-of composite beam
Beam part processed, and connect have piece reinforcing bar and/or distributing bar, the laminated floor slab in-situ layer of prefabricated sandwich hollow slab and overlapping
The Cast-in-situ Beam part of beam is fixed-type by cast-in-place concrete integrated connection together.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610659749.6A CN106088318A (en) | 2016-08-12 | 2016-08-12 | The overlapping assembled integral basement that flat slab system is combined with post and lintel system |
| PCT/CN2016/101678 WO2018028041A1 (en) | 2016-08-12 | 2016-10-10 | Superimposedly assembled integral basement having combined flat slab system and beam-column system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610659749.6A CN106088318A (en) | 2016-08-12 | 2016-08-12 | The overlapping assembled integral basement that flat slab system is combined with post and lintel system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106088318A true CN106088318A (en) | 2016-11-09 |
Family
ID=57456888
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610659749.6A Pending CN106088318A (en) | 2016-08-12 | 2016-08-12 | The overlapping assembled integral basement that flat slab system is combined with post and lintel system |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN106088318A (en) |
| WO (1) | WO2018028041A1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106894508A (en) * | 2017-02-03 | 2017-06-27 | 寿光市远大建筑有限公司 | A kind of flooring combines framework |
| CN108797795A (en) * | 2018-03-30 | 2018-11-13 | 魏萍 | A kind of overlapping precast beam part and cast-in-place column combination assembling structure and construction technology |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109653439A (en) * | 2019-01-18 | 2019-04-19 | 长沙远大住宅工业集团股份有限公司 | Overlap column connected node and its construction method |
| CN109653422A (en) * | 2019-01-31 | 2019-04-19 | 长沙远大住宅工业集团股份有限公司 | A kind of connecting node of superposed floor and out-hung panel, vertical supporting member |
| CN110424603A (en) * | 2019-07-18 | 2019-11-08 | 南京长江都市建筑设计股份有限公司 | A kind of two-way prefabricated superimposed sheet structure of close spelling formula |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106894508A (en) * | 2017-02-03 | 2017-06-27 | 寿光市远大建筑有限公司 | A kind of flooring combines framework |
| CN108797795A (en) * | 2018-03-30 | 2018-11-13 | 魏萍 | A kind of overlapping precast beam part and cast-in-place column combination assembling structure and construction technology |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2018028041A1 (en) | 2018-02-15 |
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Application publication date: 20161109 |