CN205894280U - Hollow superstructure beam -columns system's integral basement of coincide assembly - Google Patents
Hollow superstructure beam -columns system's integral basement of coincide assembly Download PDFInfo
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- CN205894280U CN205894280U CN201620872136.6U CN201620872136U CN205894280U CN 205894280 U CN205894280 U CN 205894280U CN 201620872136 U CN201620872136 U CN 201620872136U CN 205894280 U CN205894280 U CN 205894280U
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Abstract
The utility model provides a cast -in -place whole that connects into of composite beam that hollow superstructure beam -columns system's integral basement of coincide assembly, basement bottom plate are cast in situ concrete bottom plate or prefabricated superimposed bottom plate entirely, and basement wall is prefabricated coincide sandwich wall, and the basement is middle to be equipped with a plurality of cast -in -place posts, installs the composite beam on the cast -in -place post, and prefabricated coincide hollow floor is adopted on basement roof and burden n layer, and wherein n is the natural number, on the prefabricated coincide sandwich wall top and cast -in -place post of prefabrication coincide hollow floor and side wall. The utility model discloses shortcoming between them is overcome to the advantage that prefabricated of high quality, fast, efficient, the feature of environmental protection of full play mill can be good and cast -in -place wholeness is good, structural strength is high, maximizes favourable factors and minimizes unfavourable ones, realizes on -the -spot no modular construction, and the earth volume is little, and cost of labor and material cost hang down, and construction speed is fast, and the quality is controllable, no environmental pollution, and specifications is good.
Description
Technical field
This utility model belongs to construction engineering technical field and in particular to a kind of overlapping of hollow building cover post and lintel system is assembled
Monoblock type basement.
Background technology
It is known that traditional architecture basement engineering is all using cast-in-place concrete structure, this is accomplished by excavating sufficiently large
Subterranean excavation, with ensure live raw material stacking, concrete transportation, formwork, pour, vibrate, maintenance, folding mould etc. are applied on a large scale
Work working place, the therefore earthwork amount of digging are big, and backfill amount is also big.Because all working is all to complete at the scene, all wallboards and top
Plate is intended to configuration template, and template could will be removed after concrete is fully achieved intensity, therefore, template, scaffold demand
Greatly, long construction period, manually many, 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, greatly it is desirable to height, is slightly vibrated unreal, will be stayed
Leakage hidden trouble.Additionally, cast-in-place concrete quality is uncontrollable, curing condition is poor, and the probability that micro-crack in concrete is big,
Later stage rainwater can pass through micro-crack seepage, affects construction quality.
Content of the invention
This utility model will solve the problems, such as that technical problem is: solve above-mentioned prior art, and provide a kind of sky
The overlapping assembled integral basement of heart superstructure post and lintel system, gives full play to that prefabrication quality is good, speed fast, efficiency high, ring
The high advantage of the good and cast-in-place good integrity of guaranteed cost, structural strength, the shortcoming overcoming both, maximize favourable factors and minimize unfavourable ones, realize scene no mould
Massing is constructed, and earth volume is little, and, with the cost of material is low, construction speed is fast for cost of labor, and quality controllable, non-environmental-pollution is technical
Can be excellent.
The technical solution adopted in the utility model is: a kind of overlapping assembled integral underground of hollow building cover post and lintel system
Room, 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, underground
It is provided with some cast-in-place posts in the middle of room, cast-in-place post is provided with composite beam, basement roof and negative n-layer adopt prefabricated overlapped hollow building
Plate, wherein n are natural number, the composite beam on the prefabricated overlapping sandwich wall top and cast-in-place post of prefabricated sandwich hollow slab and side wall
Integral by cast-in-place connection.
In technique scheme, described composite beam includes precast beam part and Cast-in-situ Beam part.
In technique scheme, described prefabricated sandwich hollow slab includes laminated floor slab preformed layer and laminated floor slab is cast-in-place
Layer, is uniformly filled with polylith light filling block or hollow box, laminated floor slab preformed layer termination is taken in laminated floor slab in-situ layer
The precast beam being connected on composite beam is partly gone up, and is connected with piece reinforcing bar and/or distributing bar, the overlapping of prefabricated sandwich hollow slab
Floor in-situ layer is connected fixed-type together with the Cast-in-situ Beam part of composite beam by cast-in-place concrete.
In technique scheme, described composite beam adopts bright beam and/or dark beam.
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, in described laminated floor slab in-situ layer, uniformly it is filled with polylith light filling block or hollow box
Son, makes to form multiple uniform honeycomb cores in laminated floor slab in-situ layer, has wide girt strip between honeycomb core.
Overlapping assembled integral basement of the present utility model is by a prefabrication part, cast-in-place one of scene overlapping
Point, give full play to that prefabrication quality is good, speed fast, efficiency high and the high advantage of cast-in-site good integrity, structural strength, gram
The shortcoming taking both, maximizes favourable factors and minimizes unfavourable ones, and changes that traditional cast-in-place basement earth volume is big, constructional difficulties, high cost, cycle length, effect
, it is achieved that scene no templating is constructed, earth volume is little for the original backward state that rate is low, waste of raw materials is many, environmental pollution is serious,
, with the cost of material is low, construction speed is fast for cost of labor, and quality controllable, non-environmental-pollution is high-quality and efficient, and has excellent waterproof
Performance.
With area as 10431m2Basement as a example, 40 days conventional art durations, 10 days this utility model durations, tradition
Skilled industrial worker 156 people, this utility model only needs 82 people, and template used amount greatly reduces, and scaffold consumption also reduces, artificial measures
Reduce, masonry plastering reduces, speed of application improves four times, civilized construction, good environmental protection.Taking construction costs as a example, form fixer
Journey cost reduces by 100 yuan/m2, cast in place reinforced bar, concrete works cost reduce by 127 yuan/m2, waterproofing work cost minimizing 87/
m2, masonry and plastering engineering cost reduce by 29 yuan/m2, scaffolding work expense 30 yuan/m of minimizing2, other measures Project Cost
Reduce by 25 yuan/m2.Therefore, overlapping assembled basement of the present utility model reduces engineering than conventional art construction basement and makes
398 yuan/m of valency2.
Of the present utility model be produced as flexible intelligent production line operation, production efficiency is high, low cost, this utility model
Convenient transportation, efficiently, low cost；Construction of the present utility model is simple to operation, and construction quality is controlled, and integrated cost is low, outward
See smooth, water resistance is good, and total quality is excellent.
Brief description:
Fig. 1 is this utility model overall structure diagram；
Fig. 2 is prefabricated sandwich hollow slab mounting structure schematic diagram.
Reference: 1 basement bottom board, 2 basement side walls, 3 cast-in-place posts, 4 composite beams, 5 composite beams are pre-
Preparative layer, 6 laminated floor slab in-situ layers, 7 light filling blocks or air box.
Specific embodiment:
Referring to Fig. 1, Fig. 2, the overlapping assembled integral basement of hollow building cover post and lintel system of the present utility model, 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
There are some cast-in-place posts, cast-in-place post is provided with composite beam, basement roof and negative n-layer adopt prefabricated sandwich hollow slab, wherein n
For natural number, the composite beam on prefabricated sandwich hollow slab and the prefabricated overlapping sandwich wall top and cast-in-place post of side wall passes through cast-in-place
Connect integral, described composite beam includes precast beam part and Cast-in-situ Beam part, and described prefabricated sandwich hollow slab includes
Laminated floor slab preformed layer and laminated floor slab in-situ layer, are uniformly filled with polylith light filling block or sky in laminated floor slab in-situ layer
Heart box, the precast beam that laminated floor slab preformed layer termination is overlapped on composite beam is partly gone up, and is connected with piece reinforcing bar and/or construction
Reinforcing bar, the laminated floor slab in-situ layer of prefabricated sandwich hollow slab is whole by cast-in-place concrete together with the Cast-in-situ Beam part of composite beam
Body is connected molding, and described composite beam adopts bright beam and/or dark beam, and described prefabricated overlapping base plate includes base plate preformed layer
With base plate in-situ layer, described prefabricated overlapping sandwich wall include prefabricated siphonal lobe wall, prefabricated internal lobe wall and cast-in-place sandwiched layer, described overlapping
Uniformly be filled with polylith light filling block or hollow box in floor in-situ layer, make to be formed in laminated floor slab in-situ layer multiple uniformly
Honeycomb core, there is between honeycomb core wide girt strip.
Claims (7)
1. a kind of hollow building cover post and lintel system overlapping assembled integral basement it is characterised in that: basement bottom board is entirely existing
Pouring concrete base plate or prefabricated overlapping base plate, basement side wall is prefabricated overlapping sandwich wall, is provided with some cast-in-place in the middle of basement
Post, cast-in-place post is provided with composite beam, and basement roof and negative n-layer adopt prefabricated sandwich hollow slab, and wherein n is natural number,
Prefabricated sandwich hollow slab is integral with the cast-in-place connection of composite beam on the prefabricated overlapping sandwich wall top and cast-in-place post of side wall.
2. hollow building cover post and lintel system according to claim 1 overlapping assembled integral basement it is characterised in that: institute
The composite beam stated includes precast beam part and Cast-in-situ Beam part.
3. hollow building cover post and lintel system according to claim 1 overlapping assembled integral basement it is characterised in that: institute
The prefabricated sandwich hollow slab stated includes laminated floor slab preformed layer and laminated floor slab in-situ layer, in laminated floor slab in-situ layer uniformly
It is filled with polylith light filling block or hollow box, the precast beam that laminated floor slab preformed layer termination is overlapped on composite beam is partly gone up,
And it is connected with piece reinforcing bar and/or distributing bar, the laminated floor slab in-situ layer of prefabricated sandwich hollow slab is cast-in-place with composite beam
Beam portion divides the integrated connection of cast-in-place concrete together fixed-type.
4. hollow building cover post and lintel system according to claim 1 overlapping assembled integral basement it is characterised in that: institute
The composite beam stated adopts bright beam and/or dark beam.
5. hollow building cover post and lintel system according to claim 1 overlapping assembled integral basement it is characterised in that: institute
The prefabricated overlapping base plate stated includes base plate preformed layer and base plate in-situ layer.
6. hollow building cover post and lintel system according to claim 1 overlapping assembled integral basement 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.
7. hollow building cover post and lintel system according to claim 1 overlapping assembled integral basement it is characterised in that: institute
State and in laminated floor slab in-situ layer, be 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 |
|---|---|---|---|
| CN201620872136.6U CN205894280U (en) | 2016-08-12 | 2016-08-12 | Hollow superstructure beam -columns system's integral basement of coincide assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620872136.6U CN205894280U (en) | 2016-08-12 | 2016-08-12 | Hollow superstructure beam -columns system's integral basement of coincide assembly |
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| Publication Number | Publication Date |
|---|---|
| CN205894280U true CN205894280U (en) | 2017-01-18 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201620872136.6U Active CN205894280U (en) | 2016-08-12 | 2016-08-12 | Hollow superstructure beam -columns system's integral basement of coincide assembly |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088316A (en) * | 2016-08-12 | 2016-11-09 | 长沙远大住宅工业集团股份有限公司 | A kind of overlapping assembled integral basement of hollow building cover post and lintel system |
| WO2018028040A1 (en) * | 2016-08-12 | 2018-02-15 | 长沙远大住宅工业集团股份有限公司 | Stacked and assembled integrated basement of multistory post-and-beam system |
| CN108412032A (en) * | 2017-08-22 | 2018-08-17 | 云南省设计院集团 | A kind of basement floor system |
-
2016
- 2016-08-12 CN CN201620872136.6U patent/CN205894280U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088316A (en) * | 2016-08-12 | 2016-11-09 | 长沙远大住宅工业集团股份有限公司 | A kind of overlapping assembled integral basement of hollow building cover post and lintel system |
| WO2018028040A1 (en) * | 2016-08-12 | 2018-02-15 | 长沙远大住宅工业集团股份有限公司 | Stacked and assembled integrated basement of multistory post-and-beam system |
| CN108412032A (en) * | 2017-08-22 | 2018-08-17 | 云南省设计院集团 | A kind of basement floor system |
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| GR01 | Patent grant |