CN208137480U - A kind of novel joist rod structure - Google Patents
A kind of novel joist rod structure Download PDFInfo
- Publication number
- CN208137480U CN208137480U CN201720821030.8U CN201720821030U CN208137480U CN 208137480 U CN208137480 U CN 208137480U CN 201720821030 U CN201720821030 U CN 201720821030U CN 208137480 U CN208137480 U CN 208137480U
- Authority
- CN
- China
- Prior art keywords
- main
- shaped reinforced
- main reinforcements
- reinforcements
- floor
- 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.)
- Active
Links
Landscapes
- Floor Finish (AREA)
Abstract
The utility model discloses a kind of novel joist rod structure, includes floor, beam column, multiple first main reinforcements, multiple second main reinforcements, multiple third main reinforcements, multiple inverted U-shaped reinforced frames and multiple U-shaped reinforced frames；Slab surfaces setting is fluted, and groove longitudinally extends, which is formed with filled layer filled with concrete；The beam column takes shape in the bottom surface of floor and longitudinally extends；Multiple first main reinforcement is set in groove and longitudinally extends；In beam column, multiple third main reinforcements are located at the lower section of multiple second main reinforcements for multiple second main reinforcement and multiple equal produced by insert molding of third main reinforcement；Multiple inverted U-shaped reinforced frame longitudinal gap arrangement.By being provided with multiple first main reinforcements, multiple second main reinforcements, multiple third main reinforcements, multiple inverted U-shaped reinforced frames and multiple U-shaped reinforced frames, so that beam column is organically combined with floor, in conjunction with more consolidating, load-bearing capacity is more preferable, and service performance is more preferably.
Description
Technical field
The utility model relates to building field technologies, refer in particular to a kind of novel joist rod structure.
Background technique
In order to increase the load-bearing capacity of floor, it will usually floor after a period of use, can the bottom of floor in addition
Be arranged beam column, however, at present beam column setting cannot with floor formed organically combine, after molding, beam column in conjunction with floor not
It is firm, to cause adverse effect to using.
Summary of the invention
In view of this, the utility model is in view of the existing deficiencies of the prior art, main purpose is to provide a kind of Novel supporting
Beam changes rod structure, can effectively solve existing beam column unsteady problem in conjunction with floor.
To achieve the above object, the utility model is using following technical solution：
A kind of novel joist rod structure includes floor, beam column, multiple first main reinforcements, multiple second main reinforcements, more
A third main reinforcement, multiple inverted U-shaped reinforced frames and multiple U-shaped reinforced frames；Slab surfaces setting is fluted, and groove longitudinally prolongs
It stretches, which is formed with filled layer filled with concrete；The beam column takes shape in the bottom surface of floor and longitudinally extends；Multiple
One main reinforcement is set in groove and longitudinally extends；Multiple second main reinforcement and multiple equal produced by insert molding of third main reinforcement are in beam
In column, multiple third main reinforcements are located at the lower section of multiple second main reinforcements；Multiple inverted U-shaped reinforced frame longitudinal gap arrangement, often
One inverted U-shaped reinforced frame passes through groove from top to bottom and extends to the subjacent of floor and be fixedly connected with the first main reinforcement；This is more
A U-shaped reinforced frame longitudinal gap arrangement, each U-shaped reinforced frame are respectively positioned on outside multiple second main reinforcements and multiple third main reinforcements
It encloses, each U-shaped reinforced frame is fixedly connected with corresponding inverted U-shaped reinforced frame.
Preferably, first main reinforcement is spaced two, and the second main reinforcement is spaced two, this
Three main reinforcements are spaced three.
Preferably, multiple stiffeners, multiple stiffener longitudinal gap arrangement are connected between two second main reinforcements.
The utility model has clear advantage and beneficial effect compared with prior art, specifically, by above-mentioned technology
Known to scheme：
By being provided with multiple first main reinforcements, multiple second main reinforcements, multiple third main reinforcements, multiple inverted U-shaped reinforcing bars
Frame and multiple U-shaped reinforced frames, so that beam column is organically combined with floor, in conjunction with more consolidating, load-bearing capacity is more preferable, makes
More preferably with performance.
For the structure feature and effect for more clearly illustrating the utility model, come with reference to the accompanying drawing with specific embodiment pair
The utility model is described in detail.
Detailed description of the invention
Fig. 1 is the sectional view of the preferred embodiment of the utility model.
Description of drawing identification：
10, floor 11, groove
20, beam column 30, the first main reinforcement
40, the second main reinforcement 50, third main reinforcement
60, inverted U-shaped reinforced frame 70, U-shaped reinforcing bar
80, filled layer 90, stiffener
Specific embodiment
It please refers to shown in Fig. 1, it to include floor that show the specific structures of the preferred embodiment of the utility model
10, beam column 20, multiple first main reinforcements 30, multiple second main reinforcements 40, multiple third main reinforcements 50, multiple inverted U-shaped reinforced frames
60 and multiple U-shaped reinforced frames 70.
10 surface of floor setting fluted 11, groove 11 is longitudinal to be extended, which is formed with filled with concrete
Filled layer 80.
The beam column 20 takes shape in the bottom surface of floor 10 and longitudinally extends；Multiple first main reinforcement 30 is set in groove 11
And longitudinally extend；Multiple second main reinforcement 40 and the equal produced by insert molding of multiple third main reinforcements 50 are in beam column 20, multiple thirds
Main reinforcement 50 is located at the lower section of multiple second main reinforcements 40；In embodiment itself, first main reinforcement 30 is interval setting
Two, the second main reinforcement 40 be spaced two, the third main reinforcement 50 be spaced three.Also, two
Multiple stiffeners 90, multiple 90 longitudinal gap of stiffener arrangement are connected between two main reinforcements 40.
Multiple 60 longitudinal gap of inverted U-shaped reinforced frame arrangement, each inverted U-shaped reinforced frame 60 pass through groove from top to bottom and extend
To floor 10 subjacent and be fixedly connected with the first main reinforcement 30；Multiple 70 longitudinal gap of U-shaped reinforced frame arrangement, it is each
U-shaped reinforced frame 70 is respectively positioned on multiple second main reinforcements 40 and the periphery of multiple third main reinforcements 50, each U-shaped reinforced frame 70 with it is right
The inverted U-shaped reinforced frame 60 answered is fixedly connected.
The work progress that the present embodiment is described in detail is as follows：
When construction, groove 11 first is dug on the surface of floor 10 and then arranges multiple first main reinforcements in groove 11
30, then, by each inverted U-shaped reinforced frame 60 from top to bottom pass through groove extend to floor 10 subjacent and with the first main steel
Muscle 30 is fixedly connected, then, in multiple second main reinforcements 40 of the arranged beneath of floor 10 and multiple third main reinforcements 50, and then,
Each U-shaped reinforced frame 70 is fixedly connected with corresponding inverted U-shaped reinforced frame 60；Then, in the lower section fixed form of floor 10
It encloses and is configured to mold cavity, and mixed mud of casting in mold cavity, beam column 20 can be formed after concrete setting, also, recessed
Fill concrete forms filled layer 80, the surface of filled layer 80 and the flush of floor 10 in slot 11.
The design focal point of the utility model is：By being provided with multiple first main reinforcements, multiple second main reinforcements, Duo Ge
Three main reinforcements, multiple inverted U-shaped reinforced frames and multiple U-shaped reinforced frames, so that beam column is organically combined with floor, in conjunction with more
Add firm, load-bearing capacity is more preferable, and service performance is more preferably.
Technical principle of the utility model has been described above with reference to specific embodiments.These descriptions are intended merely to explain this reality
With novel principle, and it cannot be construed to the limitation to scope of protection of the utility model in any way.Based on the explanation herein,
Those skilled in the art, which does not need to pay for creative labor, can associate with other specific implementation modes of this utility model,
These modes are fallen within the protection scope of the utility model.
Claims (2)
1. a kind of novel joist rod structure, it is characterised in that：It include floor, beam column, multiple first main reinforcements, multiple second
Main reinforcement, multiple third main reinforcements, multiple inverted U-shaped reinforced frames and multiple U-shaped reinforced frames；Slab surfaces setting is fluted,
Groove longitudinally extends, which is formed with filled layer filled with concrete；The beam column takes shape in the bottom surface of floor and longitudinally prolongs
It stretches；Multiple first main reinforcement is set in groove and longitudinally extends；Multiple second main reinforcement and multiple third main reinforcements are equal
For produced by insert molding in beam column, multiple third main reinforcements are located at the lower section of multiple second main reinforcements；Multiple inverted U-shaped reinforced frame is longitudinal
It is intervally arranged, each inverted U-shaped reinforced frame passes through groove from top to bottom and extends to the subjacent of floor and consolidate with the first main reinforcement
Fixed connection；The arrangement of multiple U-shaped reinforced frame longitudinal gap, each U-shaped reinforced frame are respectively positioned on multiple second main reinforcements and multiple the
Three main reinforcements periphery, each U-shaped reinforced frame are fixedly connected with corresponding inverted U-shaped reinforced frame；It is connected between two second main reinforcements
There are multiple stiffeners, multiple stiffener longitudinal gap arrangement.
2. a kind of novel joist rod structure as described in claim 1, it is characterised in that：First main reinforcement is that interval is set
Two set, the second main reinforcement are spaced two, which is spaced three.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720821030.8U CN208137480U (en) | 2017-07-08 | 2017-07-08 | A kind of novel joist rod structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720821030.8U CN208137480U (en) | 2017-07-08 | 2017-07-08 | A kind of novel joist rod structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208137480U true CN208137480U (en) | 2018-11-23 |
Family
ID=64283712
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720821030.8U Active CN208137480U (en) | 2017-07-08 | 2017-07-08 | A kind of novel joist rod structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208137480U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109610881A (en) * | 2018-12-19 | 2019-04-12 | 中建三局第建设工程有限责任公司 | Prestressed girder underpins disconnected column construction method in a kind of existing tier building transformation |
-
2017
- 2017-07-08 CN CN201720821030.8U patent/CN208137480U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109610881A (en) * | 2018-12-19 | 2019-04-12 | 中建三局第建设工程有限责任公司 | Prestressed girder underpins disconnected column construction method in a kind of existing tier building transformation |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104453014B (en) | The method of attachment of 3D printing filled wall and constructional column and attachment structure | |
| CN105926803B (en) | A kind of 3D printing reinforced masonry shear wall structure with concave convex texture | |
| CN205224363U (en) | Connection structure of floor and girder steel | |
| CN204676609U (en) | The reinforced waterproof construction of a kind of basement bottom plate rear pouring tape | |
| CN104674658A (en) | Single layer FRP concrete composite bridge slab construction method | |
| CN103195259A (en) | Foam concrete prefabricated slab and method for reinforcing concrete structure by same | |
| CN208137480U (en) | A kind of novel joist rod structure | |
| CN103866866B (en) | Super High Core Walls Structure and housing water node after setting a roof beam in place | |
| CN203961099U (en) | A kind of high strength hollow constructional column template brick and the constructional column of building thereof | |
| CN204531065U (en) | A kind of infilled wall constructional column that effectively can improve Forming Quality | |
| CN103498530B (en) | A kind of prestressing force perforation shape web T-steel concrete combination beam | |
| CN207582275U (en) | A kind of PBL puts more energy into type flat steel case concrete plate arch | |
| CN105369981A (en) | Reinforcement-type permanent beam form with embedded buckle connection, concrete structural element and manufacture method thereof | |
| CN208137479U (en) | A kind of reinforcement type building transformational structure | |
| CN207513632U (en) | A kind of railway tunnel groove construction | |
| CN204059941U (en) | A kind of arrangement of reinforcement formula permanent formwork and concrete structure member | |
| CN202882456U (en) | Ring beam structure newly arranged at bottom of construction floorslab | |
| CN207775725U (en) | A kind of special disposable light filling composite core mould of bridge | |
| CN207277367U (en) | Reinforcement of retaining wall structure | |
| CN206428821U (en) | A kind of strong antidetonation large span prestressed concrete T plate | |
| CN207228407U (en) | A kind of prefabricated partition wall of the staircase with installation base | |
| CN204475627U (en) | Steel work composite floor plate | |
| CN206128678U (en) | Precast floorslab reinforcing structure | |
| CN204097928U (en) | For the combined steel formwork of ring road bridge anti-collision wall construction | |
| CN206220355U (en) | A kind of long-span beams structure of use UHPC materials |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |