CN108951983A - Steel bar truss floor support plate and combination floor support plate - Google Patents
Steel bar truss floor support plate and combination floor support plate Download PDFInfo
- Publication number
- CN108951983A CN108951983A CN201810940231.9A CN201810940231A CN108951983A CN 108951983 A CN108951983 A CN 108951983A CN 201810940231 A CN201810940231 A CN 201810940231A CN 108951983 A CN108951983 A CN 108951983A
- Authority
- CN
- China
- Prior art keywords
- steel bar
- floor support
- support plate
- connection buckle
- conduit
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 78
- 239000010959 steel Substances 0.000 title claims abstract description 78
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 12
- 210000003205 muscle Anatomy 0.000 claims abstract description 6
- 230000007704 transition Effects 0.000 claims description 10
- 238000009434 installation Methods 0.000 claims description 9
- 230000009286 beneficial effect Effects 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Classifications
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The present invention provides a kind of steel bar truss floor support plate and combination floor support plates, are related to the technical field of building.The steel bar truss floor support plate, comprising: steel bar girder and steel plate bed die；The steel bar girder structure triangular in shape, top are equipped with pressing lever, and two sides are equipped with side muscle；The steel bar girder is connect with the steel plate bed die by connector；The connector includes the first connection buckle and the second connection buckle being mutually clamped；First connection buckle is used for clamping reinforcing bar, and second connection buckle is located at the bottom of steel plate bed die, and is clamped with the first connection buckle.The technical issues of dismantling is not easy to alleviate truss bars existing in the prior art and bottom template.
Description
Technical field
The present invention relates to technical field of buildings, more particularly, to a kind of steel bar truss floor support plate and combination floor support plate.
Background technique
Combined type reinforced truss floor support plate technology is since fast with speed of application, construction quality is easily controllable, structure arrangement
Flexibly, a series of technical advantage such as reusable, application range also constantly expands in structural steelwork construction, for mentioning
It played an important role in terms of high structural steelwork construction quality, progress and cost-effectiveness.
Detachable reinforcing steel truss floor support plate is whole since the two with bottom template is linked to be one by connector by truss bars
Body reuses bottom form removable, reaching can weigh after main structure molding and armored concrete reach intensity
The effect utilized is had enough to meet the need again.
It, need to be screw when removing bottom plate but since truss bars are fixed by connector and screw with bottom template type
It screws down one by one, bottom plate could be removed, it is time-consuming and laborious.
Summary of the invention
The first object of the present invention is to provide a kind of steel bar truss floor support plate, to alleviate truss existing in the prior art
Reinforcing bar and bottom template are not easy to the technical issues of disassembly.
Based on above-mentioned first purpose, steel bar truss floor support plate provided by the invention, comprising: steel bar girder and steel plate bed die；
The steel bar girder structure triangular in shape, top are equipped with pressing lever, and two sides are equipped with side muscle；
The steel bar girder is connect with the steel plate bed die by connector；
The connector includes the first connection buckle and the second connection buckle being mutually clamped；
First connection buckle is used for clamping reinforcing bar, and second connection buckle is located at the bottom of steel plate bed die, and with first
Connection buckle clamping.
As further technical solution, first connection buckle is equipped with groove, and the side of the groove is equipped with for card
The card slot of tight reinforcing bar.
As further technical solution, the groove is in rectangle.
As further technical solution, first connection buckle and second connection buckle pass through pin connection of galloping along on horseback.
As further technical solution, first connection buckle is equipped with installation conduit, sets on second connection buckle
There is the pin of galloping along on horseback matched with the installation conduit.
As further technical solution, area of section of the pin of galloping along on horseback from root to end is become larger.
As further technical solution, the installation conduit includes transition conduit and detent conduit；
The detent conduit is consistent with the shape of the pin of galloping along on horseback；
The transition conduit is up and down inside it for allowing the pin of galloping along on horseback, and is described in the pin of galloping along on horseback is filled into
In detent conduit.
As further technical solution, the height of the transition conduit is greater than the height of the detent conduit.
As further technical solution, the area of the detent conduit is less than the area of the pin end of galloping along on horseback.
The second object of the present invention is to provide a kind of combination floor support plate, to alleviate truss bars existing in the prior art
The technical issues of being not easy to disassembly with bottom template.
Based on above-mentioned second purpose, combination floor support plate provided by the invention, including the steel bar truss floor support plate.
Bring of the present invention has the beneficial effect that
Steel bar truss floor support plate provided by the invention, comprising: steel bar girder and steel plate bed die；Steel bar girder knot triangular in shape
Structure, top are equipped with pressing lever, and two sides are equipped with side muscle；Steel bar girder is connect with steel plate bed die by connector；Connector includes phase
The first connection buckle and the second connection buckle being mutually clamped；First connection buckle is used for clamping reinforcing bar, and the second connection buckle is located at steel plate bed die
Bottom, and with the first connection buckle be clamped.Truss bars are mutually blocked with steel plate bed die by the first connection buckle and the second connection buckle
It connects, is fixed without screw, be easily installed and dismantle.
In addition, the present invention also provides a kind of combination floor support plates, including the steel bar truss floor support plate.Wherein, reinforcing bar
Structure, working principle and the beneficial effect of truss floor support plate have carried out specifically in the beneficial effect of steel bar truss floor support plate
Bright, details are not described herein.Said combination floor support plate is had compared with the existing technology with steel bar truss floor support plate provided by the invention
Some advantages are identical, and details are not described herein.
Detailed description of the invention
It, below will be to specific in order to illustrate more clearly of the specific embodiment of the invention or technical solution in the prior art
Embodiment or attached drawing needed to be used in the description of the prior art be briefly described, it should be apparent that, it is described below
Attached drawing is some embodiments of the present invention, for those of ordinary skill in the art, before not making the creative labor
It puts, is also possible to obtain other drawings based on these drawings.
Fig. 1 is the structural schematic diagram of steel bar truss floor support plate provided in an embodiment of the present invention；
Fig. 2 is the structural schematic diagram of the first connection buckle in steel bar truss floor support plate provided in an embodiment of the present invention；
Fig. 3 is the structural schematic diagram of the second connection buckle in steel bar truss floor support plate provided in an embodiment of the present invention.
Icon: 1- steel bar girder；2- steel plate bed die；3- pressing lever；The side 4- muscle；5- connector；The first connection buckle of 6-；
The second connection buckle of 7-；8- groove；9- card slot；10- transition conduit；11- detent conduit；12- gallops along on horseback pin.
Specific embodiment
Technical solution of the present invention is clearly and completely described below in conjunction with attached drawing, it is clear that described implementation
Example is a part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, ordinary skill
Personnel's every other embodiment obtained without making creative work, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that such as occur term " center ", "upper", "lower", "left", "right",
"vertical", "horizontal", "inner", "outside" etc., indicated by orientation or positional relationship be orientation based on the figure or position
Relationship is merely for convenience of description of the present invention and simplification of the description, rather than the device or element of indication or suggestion meaning must have
There is specific orientation, be constructed and operated in a specific orientation, therefore is not considered as limiting the invention.In addition, as occurred
Term " first ", is used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance " second ".Wherein, term
" first position " and " second position " is two different positions.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation ", " phase
Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can
To be mechanical connection, it is also possible to be electrically connected；It can be directly connected, can also can be indirectly connected through an intermediary
Connection inside two elements.For the ordinary skill in the art, above-mentioned term can be understood at this with concrete condition
Concrete meaning in invention.
The present invention provides a kind of steel bar truss floor support plate and combination floor support plates, and multiple embodiments are given below to the present invention
The steel bar truss floor support plate and combination floor support plate of offer are described in detail.
Embodiment one
As shown in Figure 1-3, the steel bar truss floor support plate that the embodiment of the present invention one provides, comprising: steel bar girder 1 and steel plate
Bed die 2；The structure triangular in shape of steel bar girder 1, top are equipped with pressing lever 3, and two sides are equipped with side muscle 4；Steel bar girder 1 and steel plate bed die
2 are connected by connector 5；Connector 5 includes the first connection buckle 6 and the second connection buckle 7 being mutually clamped；First connection buckle 6 is used
In clamping reinforcing bar, the second connection buckle 7 is located at the bottom of steel plate bed die 2, and is clamped with the first connection buckle 6.Truss bars and steel plate
Bed die 2 is fixed without screw by the first connection buckle 6 and the second mutually clamping of connection buckle 7, is easily installed and is dismantled.
In the optinal plan of the present embodiment, the first connection buckle 6 is equipped with groove 8, and the side of groove 8, which is equipped with, is used for clamping reinforcing bar
Card slot 9.
In the optinal plan of the present embodiment, groove 8 is in rectangle.
In the optinal plan of the present embodiment, the first connection buckle 6 and the second connection buckle 7 are connected by pin 12 of galloping along on horseback.Reinforcing bar
Truss 1 and steel plate bed die 2 are fixed with pin 12 of galloping along on horseback, and fix without screw, are easily installed and dismantle.And steel bar girder 1 and steel
Plate bed die 2 is connected with pin 12 of galloping along on horseback, and the stability mutually spliced is high, durable, and clever structure, convenient disassembly, disassembly group
Efficiency is closed to significantly improve.
In the optinal plan of the present embodiment, the first connection buckle 6 is equipped with installation conduit, and the second connection buckle 7 is equipped with and peace
What tankage road matched gallop along on horseback pin 12.Steel bar girder 1 and 12 connection buckle of pin of galloping along on horseback of steel plate bed die 2 are fixed, it is solid without screw
It is fixed, it is easily installed and dismantles.And steel bar girder 1 is connect with the pin 12 of galloping along on horseback of steel plate bed die 2, and the stability mutually spliced is high,
It is durable, and clever structure, convenient disassembly, dismountable efficiency significantly improve.
In the optinal plan of the present embodiment, area of section of the pin 12 of galloping along on horseback from root to end is become larger.Mutually splicing
Stability it is high, it is durable, and clever structure, convenient disassembly, dismountable efficiency significantly improve.
In the optinal plan of the present embodiment, installation conduit includes transition conduit 10 and detent conduit 11；Detent conduit 11 with
Gallop along on horseback pin 12 shape it is consistent；Transition conduit 10 is up and down inside it for pin 12 of allowing to gallop along on horseback, and is that pin 12 of galloping along on horseback is filled out
It is charged in detent conduit 11.The stability mutually spliced is high, durable, and clever structure, convenient disassembly, dismountable efficiency
It significantly improves.
In the optinal plan of the present embodiment, the height of transition conduit 10 is greater than the height of detent conduit 11.Mutually splice
Stability is high, durable, and clever structure, convenient disassembly, dismountable efficiency significantly improve.
In the optinal plan of the present embodiment, the area of detent conduit 11 is less than the area for 12 end of pin of galloping along on horseback.Mutually splicing
Stability it is high, it is durable, and clever structure, convenient disassembly, dismountable efficiency significantly improve.
In the optinal plan of the present embodiment, 2 end of steel plate bed die is equipped with mutually matched first hook and the second hook, makes
Floor support plate is firmly combined when splicing and using, and is not easy unstability, and can also occur the case where mortar leakage prevention.
In the optinal plan of the present embodiment, steel plate bed die 2 is equipped with the hanging ring for lifting, convenient for lifting.
In the optinal plan of the present embodiment, the bottom of steel plate bed die 2 is equipped with reinforcing rib.Holding for steel plate bed die 2 can be increased
Carry power.
In the optinal plan of the present embodiment, steel plate bed die 2 is galvanized steel plain sheet.
Embodiment two
The embodiment of the present invention two additionally provides a kind of combination floor support plate, and the steel bar girder building provided including embodiment one is held
Plate.Wherein, the structure, working principle and beneficial effect of steel bar truss floor support plate are in the beneficial effect of steel bar truss floor support plate
It is described in detail, details are not described herein.Said combination floor support plate and steel bar truss floor support plate provided by the invention relative to
Advantage possessed by the prior art is identical, and details are not described herein.
Finally, it should be noted that the above embodiments are only used to illustrate the technical solution of the present invention., rather than its limitations；To the greatest extent
Pipe present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that: its according to
So be possible to modify the technical solutions described in the foregoing embodiments, or to some or all of the technical features into
Row equivalent replacement；And these are modified or replaceed, various embodiments of the present invention technology that it does not separate the essence of the corresponding technical solution
The range of scheme.
In addition, it will be appreciated by those of skill in the art that although some embodiments described herein include other embodiments
In included certain features rather than other feature, but the combination of the feature of different embodiments mean it is of the invention
Within the scope of and form different embodiments.For example, embodiment claimed is appointed in claims above
Meaning one of can in any combination mode come using.The information disclosed in the background technology section is intended only to deepen to this
The understanding of the general background technology of invention, and be not construed as recognizing or implying in any form that information composition has been ability
The prior art well known to field technique personnel.
Claims (10)
1. a kind of steel bar truss floor support plate characterized by comprising steel bar girder and steel plate bed die；
The steel bar girder structure triangular in shape, top are equipped with pressing lever, and two sides are equipped with side muscle；
The steel bar girder is connect with the steel plate bed die by connector；
The connector includes the first connection buckle and the second connection buckle being mutually clamped；
First connection buckle is used for clamping reinforcing bar, and second connection buckle is located at the bottom of steel plate bed die, and connect with first
Buckle connects.
2. steel bar truss floor support plate according to claim 1, which is characterized in that first connection buckle is equipped with groove, institute
The side for stating groove is equipped with the card slot for being used for clamping reinforcing bar.
3. steel bar truss floor support plate according to claim 2, which is characterized in that the groove is in rectangle.
4. steel bar truss floor support plate according to claim 1-3, which is characterized in that first connection buckle and
Second connection buckle passes through pin connection of galloping along on horseback.
5. steel bar truss floor support plate according to claim 1-3, which is characterized in that on first connection buckle
Equipped with installation conduit, second connection buckle is equipped with the pin of galloping along on horseback matched with the installation conduit.
6. steel bar truss floor support plate according to claim 5, which is characterized in that the pin of galloping along on horseback cutting from root to end
Face area becomes larger.
7. steel bar truss floor support plate according to claim 5, which is characterized in that the installation conduit include transition conduit and
Detent conduit；
The detent conduit is consistent with the shape of the pin of galloping along on horseback；
The transition conduit is up and down inside it for allowing the pin of galloping along on horseback, and is that the pin of galloping along on horseback is filled into the detent
In conduit.
8. steel bar truss floor support plate according to claim 7, which is characterized in that the height of the transition conduit is greater than described
The height of detent conduit.
9. steel bar truss floor support plate according to claim 7, which is characterized in that the area of the detent conduit is less than described
It gallops along on horseback the area of pin end.
10. a kind of combination floor support plate, which is characterized in that including the described in any item steel bar truss floor support plates of claim 1-9.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810940231.9A CN108951983A (en) | 2018-08-16 | 2018-08-16 | Steel bar truss floor support plate and combination floor support plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810940231.9A CN108951983A (en) | 2018-08-16 | 2018-08-16 | Steel bar truss floor support plate and combination floor support plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108951983A true CN108951983A (en) | 2018-12-07 |
Family
ID=64469598
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810940231.9A Pending CN108951983A (en) | 2018-08-16 | 2018-08-16 | Steel bar truss floor support plate and combination floor support plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108951983A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110616841A (en) * | 2019-09-30 | 2019-12-27 | 江苏昊钢建筑科技有限公司 | Steel bar truss floor support plate |
| CN111576706A (en) * | 2020-05-25 | 2020-08-25 | 上海宝冶集团有限公司 | Reinforcing bar truss floor carrier plate leak protection thick liquid connecting plate |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110616841A (en) * | 2019-09-30 | 2019-12-27 | 江苏昊钢建筑科技有限公司 | Steel bar truss floor support plate |
| CN111576706A (en) * | 2020-05-25 | 2020-08-25 | 上海宝冶集团有限公司 | Reinforcing bar truss floor carrier plate leak protection thick liquid connecting plate |
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