CN106284784A - A kind of full Prefabricated Concrete floor for building - Google Patents
A kind of full Prefabricated Concrete floor for building Download PDFInfo
- Publication number
- CN106284784A CN106284784A CN201510362799.3A CN201510362799A CN106284784A CN 106284784 A CN106284784 A CN 106284784A CN 201510362799 A CN201510362799 A CN 201510362799A CN 106284784 A CN106284784 A CN 106284784A
- Authority
- CN
- China
- Prior art keywords
- plate
- building
- concrete floor
- prefabricated concrete
- full prefabricated
- Prior art date
- 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.)
- Pending
Links
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The present invention relates to a kind of full Prefabricated Concrete floor for building, the superstructure operation height in building site is concentrated on factory and completes by the present invention, the work of cast in situs concrete is only the post-cast strip between the plate that quantity is few, stretch into lower bent anchor in U-shaped beam by plate face reinforcing bar and enter in beam, it is connected with steel plate shear wall construction by the connecting structure in plate, solve the anti-fall problem of collapsing of precoated plate, transmission horizontal force problem, achieve and undertake the plate face hogging moment that operational phase load produces, it is ensured that the indehiscent technique effect in plate stress deformation back plate face.
Description
Technical field
The present invention relates to a kind of floor framing system prefabricated components, particularly relate to a kind of full Prefabricated Concrete building for building
Plate.
Background technology
The floor system of existing prefabricated buildings structure can be divided into cast-in-place concrete building roof, profiled sheet to combine building
Lid, steel bar girder composite floor system, concrete folding panel ceiling for storied building, its shortcoming is that Contraction in Site amount is big (a large amount of
Use template, reinforcing bar, scaffold etc.), on-the-spot operator is many, and speed of application is slow, produces bigger ring
Environment pollution, costly, energy-conserving and environment-protective index is relatively low in security protection.
The multi-porous precast slab in the past used, collapses owing to it easily comes off under the horizontal force of earthquake, wind etc.,
It is prohibited from using.
Fabricated construction floor system, in addition to meeting stress and structural integrity, still should ensure that in horizontal loads
Under do not collapse, the requirement that field operation amount is few.
Summary of the invention
In consideration of it, the technical problem to be solved is: provide a kind of full Prefabricated Concrete floor for building, energy
Preferably solve problem present in package assembly, make Contraction in Site workload minimize.
For solving above-mentioned technical problem, the present invention adopts the following technical scheme that
Precast floor slab is disposably at factory's moulding by casting, and upper and lower surface is smooth, by configuration reinforcement 1 and stretch into beam
In (exceeding beam centrage), reinforcing bar 3 stretch in U-shaped beam and under bend into anchoring in U-shaped beam, pour U-shaped beam
After the concrete of post-cast strip, form an entirety.Certain length is stretched out outside plate width in the every side of reinforcing bar 2,4 muscle,
Arranging last-cost joint or being shelved on the U-shaped beam parallel with length direction between plate width, pours last-cost joint coagulation
Form an entirety after soil, be jointly forced into floor system.
Full precoated plate completes at factory's once-cast, the smooth formation in top and bottom structure stress plate.
Reinforcing bar 3 stretch in U-shaped beam and under bend in U-shaped beam, be anchored in the rear pouring concrete of U-shaped beam, protect
Card floor does not fall off under level vertical load effect effect and collapses.
Reinforcing bar 3 stretch in U-shaped beam and under bend in U-shaped beam, be anchored in the rear pouring concrete of U-shaped beam, make
Precast floor slab can undertake the plate face built in operational phase generation and bear square.
Floor, after pouring U-shaped sill bolt, plate seam width after-pouring concrete, forms integral floor system, transmission
Architectural vertical and lateral load.
Reinforcing bar 3 stretch in U-shaped beam and under bend into anchoring in U-shaped beam, for strengthening the horizontal steel that anchoring property is arranged
Muscle 6.
The Ban Di support zone local reduction thickness of slab of precoated plate, it is ensured that absolute altitude at the bottom of U steel beam flange plate and precoated plate
At the bottom of plate, absolute altitude is consistent.
The connection of precoated plate and steel plate shear force wall, it is ensured that can effectively transmit between precoated plate and shear wall vertical force and
Horizontal shear.
Pipeline for building is directly embedded in precoated plate, completes in factory, forms Highgrade integration product,
Reduce the work at scene to greatest extent.
For the position that pipeline is the most intensive, use the precoated plate of half thickness, after pipeline lay completes, in advance
Making sheet face pours the floor (overlapping layers) of other half thickness, and remaining structure is consistent with full precoated plate.
The beneficial effects of the present invention is:
1, by rational anchor Design, it is ensured that precoated plate and structural framework entirety stress, can resist vertically with
Horizontal load action, safe and reliable.
2, concentrate on the prefabrication plate stage and complete by reasonably designing the pipeline that can would be required to be embedded in plate,
Highly integrated.
3, work on the spot amount is down to floor level, it is ensured that installation rate and be greatly shortened the completion of works time.
Accompanying drawing explanation
Fig. 1 is the present invention full Prefabricated Concrete floor schematic diagram.
Fig. 2 is precoated plate reinforcing bar of the present invention anchoring figure in U-shaped beam.
Fig. 3 is at the bottom of precoated plate plate of the present invention and steel beam joint figure.
Fig. 4 is precoated plate of the present invention and steel plate shear force wall linked, diagram.
Fig. 5 is A-A generalized section in Fig. 4.
Reference numeral explanation
Steel bar stress at the bottom of the plate of 1 full precast floor slab；Distributing bar at the bottom of the plate of 2 full precast floor slabs；3 complete prefabricated buildings
Plate plate face steel bar stress；The plate surface construction reinforcing bar of 4 full precast floor slabs；5 lift hanging of full precast floor slab
Hook reinforcing bar；101 full precast floor slabs；102U section steel beam；Pouring concrete after 103；104 elastic break-preventings
Clay；105 steel plate shear force walls；106 shaped steel；107 angle steel.
Detailed description of the invention
Describe the preferred embodiments of the present invention below in conjunction with the accompanying drawings in detail.
Refer to Fig. 1-4, present invention is disclosed a kind of full Prefabricated Concrete floor for building.
Preferably, full Prefabricated Concrete floor installation process includes:
A., steel structure column and U-shaped girder steel 102 (including beams of concrete) are installed.
B., full Prefabricated Concrete floor 101 is installed on U-shaped girder steel 102.
When C. having steel plate shear force wall, by the shaped steel 106 that is embedded in full Prefabricated Concrete floor 101 (such as channel-section steel, angle
Steel etc.) it is shelved on angle steel 107, it is welded and fixed with steel plate shear force wall 105 simultaneously, reinforcing bar 3 is cut with steel plate
Power wall 105 is welded and fixed.
D. pouring concrete 103 after pouring between sill bolt concrete, plate seam.
The most in Figure 5, when there is floor on the right, construct as the left side.
F. after completing floor structure, according to filling elastic break-preventing clay 104 during Fig. 3 interior decoration, it is ensured that complete
Do not produce crack between Prefabricated Concrete floor 101 and girder steel 102, occur without elevation difference at the bottom of plate, make indoor beauty.
In sum, the superstructure operation height in building site is concentrated on factory and completes by the present invention, the work of cast in situs concrete
Make the post-cast strip being only between the plate that quantity is few, stretch into lower bent anchor in U-shaped beam by plate face reinforcing bar and enter beam
In, it is connected with steel plate shear wall construction by the connecting structure in plate, solves the anti-fall problem of collapsing of precoated plate,
Transmission horizontal force problem, undertakes the plate face hogging moment that operational phase load produces, it is ensured that after plate stress deformation simultaneously
Do not ftracture in plate face.
Here description of the invention and application is illustrative, is not wishing to limit the scope of the invention to above-mentioned reality
Execute in example.The deformation of embodiments disclosed herein and change are possible, for the common skill of those this areas
For art personnel, the various parts with equivalence of replacing of embodiment are known.It should be clear to a person skilled in the art that
, in the case of without departing from the spirit or essential characteristics of the present invention, the present invention can in other forms, knot
Structure, layout, ratio, and realize with other assembly, material and parts.Without departing from the scope of the invention and
In the case of spirit, embodiments disclosed herein can be carried out other deformation and change.
Claims (7)
1. a full Prefabricated Concrete floor for building, it is characterised in that: stretch in beam by configuration reinforcement (1) and exceed beam
Centrage, reinforcing bar (3) stretch in U-shaped beam and under bend into described U-shaped beam in and anchor calmly；Reinforcing bar (2) and
Certain length is stretched out outside plate width in reinforcing bar (4) both sides, arranges last-cost joint or be shelved on long between plate width
On the U-shaped beam that degree direction is parallel.
Full Prefabricated Concrete floor for building the most according to claim 1, is characterized by: described precoated plate top and bottom
Smooth, constitute structure stress plate.
Full Prefabricated Concrete floor for building the most according to claim 1, is characterized by: described U-shaped sill bolt and institute
After stating last-cost joint casting concrete, form entirety.
Full Prefabricated Concrete floor for building the most according to claim 1, is characterized by: described reinforcing bar (3) stretches into U
In type beam and under bend in described U-shaped beam anchoring, transverse steel (6) is set and strengthens anchoring property.
5., according to for building full Prefabricated Concrete floor described in claim 1-4, it is characterized by: support zone office at the bottom of plate
The thinning thickness of slab in portion.
Full Prefabricated Concrete floor for building the most according to claim 5, is characterized by: described full Prefabricated Concrete floor
It is connected with steel plate shear force wall.
Full Prefabricated Concrete floor for building the most according to claim 5, is characterized by: pipeline for building directly buries
It is located in described Prefabricated Concrete floor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510362799.3A CN106284784A (en) | 2015-06-26 | 2015-06-26 | A kind of full Prefabricated Concrete floor for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510362799.3A CN106284784A (en) | 2015-06-26 | 2015-06-26 | A kind of full Prefabricated Concrete floor for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106284784A true CN106284784A (en) | 2017-01-04 |
Family
ID=57650939
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510362799.3A Pending CN106284784A (en) | 2015-06-26 | 2015-06-26 | A kind of full Prefabricated Concrete floor for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106284784A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107514083A (en) * | 2017-09-30 | 2017-12-26 | 沈阳建筑大学 | Side hangs reinforcing bar band shear key reinforced concrete slab structure and connection method |
| CN108204067A (en) * | 2018-03-13 | 2018-06-26 | 安徽虎邦建设有限公司 | A kind of compartment floor for sophisticated manufacturing plants room |
| CN108571173A (en) * | 2018-04-25 | 2018-09-25 | 青岛理工大学 | Manufacturing and mounting method of fully-assembled sunken floor |
| CN109138246A (en) * | 2018-10-31 | 2019-01-04 | 中国二十二冶集团有限公司 | Connection structure and construction method of the prefabricated superimposed sheet of assembling type steel structure with girder steel |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000038710A (en) * | 1998-07-22 | 2000-02-08 | Ishikawajima Constr Materials Co Ltd | Structure of concrete floor slab |
| CN2632190Y (en) * | 2003-07-07 | 2004-08-11 | 有利华建筑预制件（深圳）有限公司 | Prefabricated construction panel with wire pipe |
| JP2006002541A (en) * | 2004-06-21 | 2006-01-05 | Shimizu Corp | Joint structure of precast concrete floor slabs |
| CN101787760A (en) * | 2010-02-26 | 2010-07-28 | 张吉华 | Steel bar concrete precast floor slab |
| CN103061443A (en) * | 2012-12-31 | 2013-04-24 | 合肥工业大学 | Novel enclosed steel-concrete superimposed plate composite beam |
| CN103397700A (en) * | 2013-08-16 | 2013-11-20 | 威海建设集团股份有限公司 | Connection structure of building composite floor slab and steel tube shear wall |
| CN203531200U (en) * | 2013-11-11 | 2014-04-09 | 内蒙古蒙西工程设计有限公司 | Wholly prefabricated hollow floor |
| CN204252345U (en) * | 2014-11-20 | 2015-04-08 | 宝钢建筑系统集成有限公司 | The connecting structure of a kind of precast concrete plank and girder steel |
| CN204804129U (en) * | 2015-06-26 | 2015-11-25 | 上海瑞一房地产开发有限公司 | Prefabricated concrete floor entirely for building |
-
2015
- 2015-06-26 CN CN201510362799.3A patent/CN106284784A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000038710A (en) * | 1998-07-22 | 2000-02-08 | Ishikawajima Constr Materials Co Ltd | Structure of concrete floor slab |
| CN2632190Y (en) * | 2003-07-07 | 2004-08-11 | 有利华建筑预制件（深圳）有限公司 | Prefabricated construction panel with wire pipe |
| JP2006002541A (en) * | 2004-06-21 | 2006-01-05 | Shimizu Corp | Joint structure of precast concrete floor slabs |
| CN101787760A (en) * | 2010-02-26 | 2010-07-28 | 张吉华 | Steel bar concrete precast floor slab |
| CN103061443A (en) * | 2012-12-31 | 2013-04-24 | 合肥工业大学 | Novel enclosed steel-concrete superimposed plate composite beam |
| CN103397700A (en) * | 2013-08-16 | 2013-11-20 | 威海建设集团股份有限公司 | Connection structure of building composite floor slab and steel tube shear wall |
| CN203531200U (en) * | 2013-11-11 | 2014-04-09 | 内蒙古蒙西工程设计有限公司 | Wholly prefabricated hollow floor |
| CN204252345U (en) * | 2014-11-20 | 2015-04-08 | 宝钢建筑系统集成有限公司 | The connecting structure of a kind of precast concrete plank and girder steel |
| CN204804129U (en) * | 2015-06-26 | 2015-11-25 | 上海瑞一房地产开发有限公司 | Prefabricated concrete floor entirely for building |
Non-Patent Citations (3)
| Title |
|---|
| 土木在线组: "《图解建筑工程现场施工》", 31 March 2015 * |
| 崔京浩等: "《第十二届全国结构工程学术会议论文集第III册》", 31 December 2003 * |
| 李永光等: "《建筑学与结构》", 31 January 2010 * |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107514083A (en) * | 2017-09-30 | 2017-12-26 | 沈阳建筑大学 | Side hangs reinforcing bar band shear key reinforced concrete slab structure and connection method |
| CN108204067A (en) * | 2018-03-13 | 2018-06-26 | 安徽虎邦建设有限公司 | A kind of compartment floor for sophisticated manufacturing plants room |
| CN108571173A (en) * | 2018-04-25 | 2018-09-25 | 青岛理工大学 | Manufacturing and mounting method of fully-assembled sunken floor |
| CN109138246A (en) * | 2018-10-31 | 2019-01-04 | 中国二十二冶集团有限公司 | Connection structure and construction method of the prefabricated superimposed sheet of assembling type steel structure with girder steel |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106639045B (en) | A kind of prefabricated assembled steel plate-concrete combined shear wall structural system and its construction method | |
| CN105649360A (en) | Integral assembling type building system and installing method | |
| CN105569355B (en) | It is a kind of to include the assembly method of prefabricated components modularization house | |
| CN103422672A (en) | Construction method for reinforced concrete prefabricated house | |
| CN206016309U (en) | A kind of overall assembled building system | |
| CN106555453A (en) | A kind of prefabricated overlapped hollow plate of prestressing force and its construction method | |
| CN104763085B (en) | The double T floor frames structures of assembled integral prestressing force and its construction method | |
| CN103572873A (en) | Assembled monolithic floor slab and construction method thereof | |
| CN106149868A (en) | Prefabricated buildings architectural structure system and assembly method thereof | |
| CN207739437U (en) | A kind of prefabricated steel reinforced concrete shear wall structure | |
| CN210152069U (en) | Assembled high-rise steel structure residential system | |
| CN106284784A (en) | A kind of full Prefabricated Concrete floor for building | |
| CN105133726A (en) | Assembled monolithic concrete frame structure system and frame shear structure system formed by assembled monolithic concrete frame structure system | |
| CN203394027U (en) | Semi-assembled construction system for frame-shear wall tube structure | |
| CN104499566A (en) | Assembled type special-shaped hollow column frame-shear wall housing construction system and assembling method | |
| CN105421632A (en) | Quick and saving floor system and construction method thereof | |
| CN111851519A (en) | Space truss multilayer internal support system | |
| CN207110214U (en) | A kind of prefabricated interior fill concrete wallboard | |
| CN103122691A (en) | Tower crane standard knot bearing upper air supporting formwork steel platform structure and construction method | |
| CN109555252B (en) | Floor slab with rectangular ribs extending outwards, shear wall structure and connecting method | |
| CN204804129U (en) | Prefabricated concrete floor entirely for building | |
| CN207739438U (en) | A kind of strip frame precast reinforced concrete shear wall structure | |
| CN106284653A (en) | The construction method that a kind of balcony construct capital interspaces in advance | |
| CN206956979U (en) | A kind of Linear shear wall with fore-set | |
| CN108951982A (en) | Assembly concrete superposed floor plate and its construction method based on cement fibrolite plate composite reinforcing steel bar skeleton |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170104 |