CN109518861A - A kind of steel bar truss floor support plate being applied in combination with cast-in-situ wall - Google Patents
A kind of steel bar truss floor support plate being applied in combination with cast-in-situ wall Download PDFInfo
- Publication number
- CN109518861A CN109518861A CN201811484349.1A CN201811484349A CN109518861A CN 109518861 A CN109518861 A CN 109518861A CN 201811484349 A CN201811484349 A CN 201811484349A CN 109518861 A CN109518861 A CN 109518861A
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- bed die
- steel bar
- cast
- steel
- intermittent configuration
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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
- 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
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention relates to the technical fields of building structure can be used cooperatively more particularly to a kind of steel bar truss floor support plate being applied in combination with cast-in-situ wall with cast-in-situ wall structure, reduce and use limitation；And strengthening floor slab rigidity can be improved, improve use reliability；The process that need to set up and dismantle template when conventional floors construction is saved, project amount is reduced, improves construction efficiency；Including three groups of steel bar girders, intermittent configuration bed die and with multiple groups bed die support angle steel, be provided on intermittent configuration bed die left folding while and when right folding, and three groups of " V " type ribs are provided on intermittent configuration bed die, multiple groups bed die support angle steel is installed in intermittent configuration bed die bottom, bed die overlap joint compactness can be improved, effectively prevent spillage.
Description
Technical field
The present invention relates to the technical fields of building structure, more particularly to a kind of and cast-in-situ wall group
Close the steel bar truss floor support plate used.
Background technique
It is well known that steel bar truss floor support plate is in factory process by the reinforcing bar in floor into reinforcing bar
Truss, and the gang form that steel bar girder and zinc-plated profiled sheet are welded into one.In construction rank
Section, steel bar truss floor support plate provide strength and stiffness by steel bar girder, bear construction loads, directly
It connects and is routed on beam, by the mutual snapping of bed die, coagulation can be poured by carrying out simple reinforced bar engineering
Soil.In service stage, steel bar girder is exactly the arrangement of reinforcement of concrete floor, to bear working load.
Existing steel bar truss floor support plate can only use in steel construction, because of its steel in laying construction
Muscle truss floor support plate need to be fixed with girder steel with welding of peg, but cast-in-situ wall is different from girder steel material
Matter, steel bar truss floor support plate can not be welded and fixed with cast-in-situ wall, higher using limitation；Mesh
Before, cast-in-situ wall structure can only be using erection template, installing arrangement of reinforcement, casting concrete and disassembly
The mode of template is constructed, the common in-situ reinforced concrete slab construction stage because of lower part formwork thus base
This is without amount of deflection, the demoulding after concrete reaches some strength, under Gravitative Loads, underfloor
It scratches, board bottom concrete generates pulling force, or even crack occurs, and rigidity is lower, makes so as to cause it
It is poor with reliability；Simultaneously because traditional cast-in-situ floor construction need to set up and dismantle template, engineering
Amount is big, and construction efficiency is low.
Summary of the invention
In order to solve the above technical problems, the present invention provides one kind can cooperate with cast-in-situ wall structure
It uses, reduces and use limitation；And strengthening floor slab rigidity can be improved, improve use reliability；
The process that need to set up and dismantle template when conventional floors construction is saved, project amount is reduced, raising is applied
The steel bar truss floor support plate of work efficiency rate.
The steel bar truss floor support plate that a kind of and cast-in-situ wall of the invention is applied in combination, including three groups
Steel bar girder, intermittent configuration bed die and multiple groups bed die support angle steel, on the intermittent configuration bed die
Be provided with left folding while and when right folding, and three groups of " V " type ribs are provided on intermittent configuration bed die,
The multiple groups bed die support angle steel is installed in intermittent configuration bed die bottom.
The steel bar truss floor support plate that a kind of and cast-in-situ wall of the invention is applied in combination, described three groups
In steel bar girder, every group of steel bar girder includes two lower edge reinforcing bars, the reinforcing bar that winds up, two
Web member reinforcing bar, several support vertical reinforcements and several support horizontal reinforcements, several supports are vertical
Reinforcing bar top with the reinforcement welding that winds up, and between several support vertical reinforcement bottom ends both pass through
Disconnected structure bed die is simultaneously welded with corresponding bed die support angle steel, several support horizontal reinforcements respectively
Respectively with several support vertical reinforced-bar-weldings and with two lower edge reinforcement weldings, two web member reinforcing bars
Top with the reinforcement welding that winds up, and two web member reinforcing bar lower half regions respectively with two
It is welded respectively with " V " corresponding on intermittent configuration bed die type rib again after lower edge reinforcement welding.
The steel bar truss floor support plate that a kind of and cast-in-situ wall of the invention is applied in combination, the interruption
Structure bed die is zinc-plated cold-rolled steel sheet, with a thickness of 0.5mm.
Compared with prior art the invention has the benefit that one kind and cast-in-situ wall of the invention
The intermittent configuration bed die being applied in combination and the bed die support angle steel with cast-in-situ wall contact portion are
Steel bar truss floor support plate is in factory according to cast-in-situ wall width in architectural drawing, spacing by reinforcing bar purlin
Frame floor support plate bed die, which is fabricated to, to be connect with wall overlap interruption without bed die, and with cast-in-situ wall
Contact portion packing sets bed die support angle steel, reaches and connect with cast-in-situ wall reserved steel bar and bed die is constant
The steel bar truss floor support plate of shape, bed die support angle steel are directly contacted with cast-in-situ wall when in use,
Play the role of supporting intermittent configuration bed die, spillage when can prevent from pouring, and can basis
The quantity of the interruption adjustment bed die support angle steel of intermittent configuration bed die, and by steel bar truss floor support plate
After no bed die piece truss is connect with the reinforcement welding reserved on wall, coagulation can be directly poured
Soil.And steel bar truss floor support plate belongs to no support combinations floor support plate, in the construction stage, reinforcing bar
Truss floor support plate can bear construction loads, directly be routed on beam, by the mutual snapping of bed die, by
Steel bar girder provides strength and stiffness, and carrying out simple reinforced bar engineering can casting concrete.?
Service stage, steel bar girder is exactly the arrangement of reinforcement of concrete floor, to bear working load.Due to
Completely instead of template function, reduce the correlative charges of template erection and demolition works, significantly
The efficiency of floor slab construction is improved, therefore it has the advantage of construction fast speed, and has cast-in-place
Overall stiffness is big, and the good advantage of anti-seismic performance, arrangement of bar is uniform, bar spacing and concrete
Protective layer thickness is reliably guaranteed.The reinforcing bar purlin that a kind of and cast-in-situ wall of the invention is applied in combination
Frame floor support plate is before concrete knot is hard, floor strength and rigidity, that is, steel bar girder intensity and just
Degree, template self weight, weight concrete and construction loads are born by steel bar girder entirely.Concrete knot
Actually it is carried out under reinforcement bar truss mould plate deformation, so floor self weight will not make board bottom concrete
Generate pulling force, in addition to floor is self-possessed permanent load and Live Loads on Floors in Buildings effect under, board bottom
Concrete just generates pulling force.In this way, floor cracking delay, the rigidity of floor is than common cast-in-place steel
Bar concrete floor is big.Lower edge reinforcing bar is total together with concrete on service stage, steel bar girder
With work, this floor and reinforced concrete sandwich formula floor stress performance having the same, although
Stress in tensile reinforcement is advanced, but its bearing capacity is identical as ordinary reinforced concrete floor.Galvanized steel
Plate bed die is only used as the template in floor slab construction stage, does not stress in service stage, when floor coagulation
After soil is poured and is conserved, dismountable bed die galvanized steel plain sheet, carry out bottom surface processing, can reach with
The identical effect in cast-in-place concrete floor bottom surface, without considering fire prevention, anti-corrosion aspect problem.And
And steel bar truss floor support plate is widely used in multi storied factory building, multilayer, high level, super high steel structure
Building, various irregular floorings, all kinds of reinforced concrete prefabricated boards, the structures such as high-speed railway and
Building field.Belong to economy, energy-saving and environmental protection, efficient, safety-type building materials.
Detailed description of the invention
Fig. 1 is structural schematic diagram of the invention；
Fig. 2 is bed die schematic diagram；
It is attached marked in the figure: 1, intermittent configuration bed die；2, bed die support angle steel；3, left folding side；
4, right folding side；5, " V " type rib；6, lower edge reinforcing bar；7, wind up reinforcing bar；8, web member steel
Muscle；9, support vertical reinforcement；10, support horizontal reinforcement.
Specific embodiment
With reference to the accompanying drawings and examples, a specific embodiment of the invention is made further detailed
Description.The following examples are used to illustrate the present invention, but are not intended to limit the scope of the present invention..
As shown in Fig. 1 and Fig. 2, reinforcing bar purlin that a kind of and cast-in-situ wall of the invention is applied in combination
Frame floor support plate, three groups of steel bar girders, intermittent configuration bed die 1 and multiple groups bed die support angle steel 2,
Left folding is provided on intermittent configuration bed die 1 at 3 and right folding 4, and in intermittent configuration bed die 1
On be provided with three groups of " V " type ribs 5, multiple groups bed die support angle steel 2 is installed in intermittent configuration
1 bottom of bed die；Bed die support angle steel can be adjusted according to the interruption quantity of intermittent configuration bed die
Quantity, and multiple groups bed die support angle steel is directly contacted with cast-in-situ wall when in use, plays branch
Support the effect of intermittent configuration bed die, spillage when can prevent from pouring.
The steel bar truss floor support plate that a kind of and cast-in-situ wall of the invention is applied in combination, three groups of reinforcing bars
In truss, every group of steel bar girder includes two lower edge reinforcing bars 6, one reinforcing bars 7, two that wind up
Web member reinforcing bar 8, several support vertical reinforcements 9 and several support horizontal reinforcements 10, several branch
Wind up with one the welding of reinforcing bar 7, and several support vertical reinforcements 9 on seat vertical reinforcement 9 top
Bottom end both passes through intermittent configuration bed die 1 and welds respectively with corresponding bed die support angle steel 2,
Several support horizontal reinforcements 10 respectively with several support vertical reinforcements 9 weld and with two lower edges
Reinforcing bar 6 welds, and wind up with one the welding of reinforcing bar 7, and two on two 8 tops of web member reinforcing bar
It 8 lower half region of web member reinforcing bar is tied respectively with interruption again after being welded respectively with two lower edge reinforcing bars 6
Corresponding " V " type rib 4 welds on structure bed die 1.
The steel bar truss floor support plate that a kind of and cast-in-situ wall of the invention is applied in combination, intermittent configuration
Bed die 1 is zinc-plated cold-rolled steel sheet, with a thickness of 0.5mm.
The steel bar truss floor support plate that a kind of and cast-in-situ wall of the invention is applied in combination when in use,
By the left and right flanging snapping of intermittent configuration bed die, by steel bar truss floor support plate without bed die part purlin
It, can direct casting concrete after frame is connect with the reinforcement welding reserved on wall.Realize reinforcing bar
Truss floor support plate can be applied in combination with cast-in-situ wall.
It can be applied in combination with cast-in-situ wall using steel bar truss floor support plate of the invention, user
Case are as follows: 1, according to cast-in-situ wall width in architectural drawing, spacing by steel bar truss floor support plate bottom
Molding is made, without die structure, no bed die part steel bar girder can be with wall with wall overlap
Body reserved steel bar is connected firmly, and bed die and wall contact portion install bed die support angle steel, reach
Modular invariance shape on earth pours not spillage；2, not zinc-plated cold-rolled steel sheet can also be used and make bed die,
It is removable that steel bar truss floor support plate by cast-in-situ wall crust spacing in architectural drawing is fabricated to bed die
The steel bar truss floor support plate for unloading recycling, can be with wall without bed die part steel bar girder with wall overlap joint
Body reserved steel bar is connected firmly.
The steel bar truss floor support plate being applied in combination using a kind of and cast-in-situ wall of the invention with
Cast-in-situ wall is used cooperatively compared with using traditional cast-in-situ floor: under the conditions of equal design, tradition
(including formwork cost, live reinforcing bar takes the direct cost of cast-in-situ floor, concrete expense, prop up
Support expense) than being averagely higher by about 10-20 member/m using steel bar truss floor support plate of the present invention；From
The comprehensive cost of floor is analyzed, when due to carrying out cast-in-place using steel bar truss floor support plate of the present invention,
Scene binding workload reduces 60%-70%, can be greatly shortened the duration, reduce manpower consumption,
Machinery consumption, to reduce the overall cost of project；And steel bar truss floor support plate of the invention
It is supported without scaffold and wooden model, building can be constructed simultaneously with multilayer and cross-operation, can pole
It is big to improve construction efficiency；Simultaneously because steel bar truss floor support plate of the invention is instead of a large amount of wood
Template, steel pipe scaffold support, reduce the waste to environmental resource, meet country to building
Build energy conservation, the section sustainable new demand such as material and environmental protection.
The steel bar truss floor support plate that a kind of and cast-in-situ wall of the invention is applied in combination is in production, inspection
It tests and meets JG/T368-2012 when checking and accepting.
The above is only a preferred embodiment of the present invention, it is noted that this technology is led
It, without departing from the technical principles of the invention, can be with for the those of ordinary skill in domain
Several improvements and modifications are made, these improvements and modifications also should be regarded as protection scope of the present invention.
Claims (3)
1. a kind of steel bar truss floor support plate being applied in combination with cast-in-situ wall, which is characterized in that
Including three groups of steel bar girders, intermittent configuration bed die (1) and multiple groups bed die support angle steel (2),
Be provided on the intermittent configuration bed die (1) left folding (4) at (3) and right folding, and
Three groups of " V " type ribs (5), the multiple groups bed die strut angle are provided on disconnected structure bed die (1)
Steel (2) is installed in intermittent configuration bed die (1) bottom.
2. the steel bar girder building that a kind of and cast-in-situ wall as described in claim 1 is applied in combination
Board, which is characterized in that in three groups of steel bar girders, every group of steel bar girder includes two
Lower edge reinforcing bar (6), a reinforcing bar that winds up (7), two web member reinforcing bars (8), several supports are perpendicular
To reinforcing bar (9) and several support horizontal reinforcements (10), several support vertical reinforcements (9) top
End is welded with a reinforcing bar that winds up (7), and several support vertical reinforcement (9) bottom ends are worn
It crosses intermittent configuration bed die (1) and is welded respectively with corresponding bed die support angle steel (2), number
Support horizontal reinforcement (10) welded respectively with several support vertical reinforcements (9) and with two
Lower edge reinforcing bar (6) welding, two web member reinforcing bar (8) tops with a reinforcing bar that winds up (7)
Welding, and two web member reinforcing bar (8) lower half regions are welded with two lower edge reinforcing bars (6) respectively
It is welded respectively with " V " type rib (4) corresponding on intermittent configuration bed die (1) again after connecing.
3. the steel bar girder building that a kind of and cast-in-situ wall as described in claim 2 is applied in combination
Board, which is characterized in that the intermittent configuration bed die (1) is zinc-plated cold-rolled steel sheet, thickness
For 0.5mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811484349.1A CN109518861A (en) | 2018-12-06 | 2018-12-06 | A kind of steel bar truss floor support plate being applied in combination with cast-in-situ wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811484349.1A CN109518861A (en) | 2018-12-06 | 2018-12-06 | A kind of steel bar truss floor support plate being applied in combination with cast-in-situ wall |
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| Publication Number | Publication Date |
|---|---|
| CN109518861A true CN109518861A (en) | 2019-03-26 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811484349.1A Pending CN109518861A (en) | 2018-12-06 | 2018-12-06 | A kind of steel bar truss floor support plate being applied in combination with cast-in-situ wall |
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| CN (1) | CN109518861A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112095877A (en) * | 2020-08-28 | 2020-12-18 | 中冶(上海)钢结构科技有限公司 | Steel bar net type floor support plate and mounting method thereof |
| CN113802748A (en) * | 2021-09-26 | 2021-12-17 | 浙江汉德邦建材有限公司 | Steel bar truss floor support plate and manufacturing method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06308286A (en) * | 1993-04-21 | 1994-11-04 | Toshiba Corp | Support structure for concrete structure |
| CN202124933U (en) * | 2011-06-09 | 2012-01-25 | 中国建筑第六工程局有限公司 | Connecting structure for steel bar truss floor deck and concrete wall column |
| CN202831329U (en) * | 2012-08-16 | 2013-03-27 | 杨众 | Precast beam and permanent steel bearing board combined floor system |
| CN204418510U (en) * | 2014-12-27 | 2015-06-24 | 任丘市永基建筑安装工程有限公司 | Floor support plate steel bar girder structure |
| CN204940643U (en) * | 2015-09-09 | 2016-01-06 | 中铁十六局集团城市建设发展有限公司 | A kind of steel bar truss floor support plate mounting structure |
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| CN108487636A (en) * | 2018-04-26 | 2018-09-04 | 河南绿建建筑科技有限公司 | Prefabrication steel concrete compound shear wall assembled-type house construction method |
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2018
- 2018-12-06 CN CN201811484349.1A patent/CN109518861A/en active Pending
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06308286A (en) * | 1993-04-21 | 1994-11-04 | Toshiba Corp | Support structure for concrete structure |
| CN202124933U (en) * | 2011-06-09 | 2012-01-25 | 中国建筑第六工程局有限公司 | Connecting structure for steel bar truss floor deck and concrete wall column |
| CN202831329U (en) * | 2012-08-16 | 2013-03-27 | 杨众 | Precast beam and permanent steel bearing board combined floor system |
| CN204418510U (en) * | 2014-12-27 | 2015-06-24 | 任丘市永基建筑安装工程有限公司 | Floor support plate steel bar girder structure |
| CN204940643U (en) * | 2015-09-09 | 2016-01-06 | 中铁十六局集团城市建设发展有限公司 | A kind of steel bar truss floor support plate mounting structure |
| CN206722086U (en) * | 2017-03-30 | 2017-12-08 | 中建五局第三建设有限公司 | Connecting structure of concrete core tube and steel frame structure's building carrier plate |
| CN108487636A (en) * | 2018-04-26 | 2018-09-04 | 河南绿建建筑科技有限公司 | Prefabrication steel concrete compound shear wall assembled-type house construction method |
Non-Patent Citations (2)
| Title |
|---|
| 中华人民共和国住房和城乡建设部: "《JGT368-2012钢筋桁架楼承板》", 9 February 2012 * |
| 郁达飞: "《钢结构建筑标准体系汇编 简本》", 30 November 2016 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112095877A (en) * | 2020-08-28 | 2020-12-18 | 中冶(上海)钢结构科技有限公司 | Steel bar net type floor support plate and mounting method thereof |
| CN113802748A (en) * | 2021-09-26 | 2021-12-17 | 浙江汉德邦建材有限公司 | Steel bar truss floor support plate and manufacturing method thereof |
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