CN209369402U - A kind of basement roof ruggedized construction - Google Patents
A kind of basement roof ruggedized construction Download PDFInfo
- Publication number
- CN209369402U CN209369402U CN201821685632.6U CN201821685632U CN209369402U CN 209369402 U CN209369402 U CN 209369402U CN 201821685632 U CN201821685632 U CN 201821685632U CN 209369402 U CN209369402 U CN 209369402U
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- Prior art keywords
- girder
- force
- secondary beam
- basement
- transmitting pole
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- 238000010276 construction Methods 0.000 title claims abstract description 58
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 24
- 239000010959 steel Substances 0.000 claims abstract description 24
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 18
- 229910052742 iron Inorganic materials 0.000 claims description 9
- 238000000034 method Methods 0.000 abstract description 6
- 230000001681 protective effect Effects 0.000 abstract description 6
- 238000007689 inspection Methods 0.000 abstract 1
- 238000012544 monitoring process Methods 0.000 abstract 1
- 230000003014 reinforcing effect Effects 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
- 238000004064 recycling Methods 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000005457 optimization Methods 0.000 description 2
- 240000002853 Nelumbo nucifera Species 0.000 description 1
- 235000006508 Nelumbo nucifera Nutrition 0.000 description 1
- 235000006510 Nelumbo pentapetala Nutrition 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 230000001351 cycling effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000003252 repetitive effect Effects 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
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- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
For the problem that existing monitoring system and method can not real time inspection heavy equipment operating status, cannot effectively avoid safety accident.The utility model provides a kind of basement roof ruggedized construction, including postposition punched steel plate, force-transmitting pole, girder, secondary beam and panel, the postposition punched steel plate is fixed on the floorboard of basement structure column top by foundation bolt, the force-transmitting pole is perpendicularly fixed on the postposition punched steel plate, the adjacent corresponding force-transmitting pole of basement structure column is connected by girder or secondary beam, it is connected between the corresponding force-transmitting pole of basement structure column and adjacent initial layer structure column by girder or secondary beam, the panel is set to above the frame that the girder and secondary beam are constituted.The load born on panel can be transferred on basement structure column by girder, secondary beam through force-transmitting pole, while meeting structural load, do not influenced other constructions of basement, reduced difficulty of construction, and repeat and recycle, environmentally protective.
Description
Technical field
The utility model relates to the realm of building construction more particularly to a kind of basement roof ruggedized constructions.
Background technique
Due to the difference of construction technology, after the completion of often there is structure roof construction, top plate design bearing capacity can not expire
It the case where effects such as sufficient construction equipment load and installation load, needs to carry out consolidation process to corresponding basement position flooring.
Existing basement roof reinforcement technique is generally using adding concrete column or lattice column or set up under the top plate
It shores framed bent and is supported reinforcing, have with high costs, project amount is big, long construction period, and labor intensity is high, and can not make repeatedly
With the shortcomings such as the wasting of resources and environmental pollution are big and drawback.
Therefore, how the reinforcing support that one kind can detachably repeatedly use, is low in cost, construction efficiency is high is provided
System, it has also become construction circle needs the technical issues of further improvement and optimization.
And the above roof reinforcement method have the shortcomings that it is obvious:
First, during roof reinforcement, the basement space under corresponding reinforcing area can not be constructed by influence is reinforced.
Second, it is reinforced using concrete column, lattice column, construction cost is larger, can not recycling and reusing.
Therefore, how to provide that a kind of structure is simple, reliable performance, the basement roof ruggedized construction being convenient to mount and dismount, have become
The technical issues of needing further improvement and optimization for construction circle.
Utility model content
The purpose of this utility model is to provide a kind of basement roof ruggedized constructions, can meet the same of structural load
When, the construction of basement is not influenced, reduces difficulty of construction, and material can be utilized with repeated combination, it is environmentally protective.
In order to solve the above technical problems, the utility model provides the following technical solutions:
A kind of basement roof ruggedized construction, including postposition punched steel plate, force-transmitting pole, girder, secondary beam and panel, it is described
Postposition punched steel plate is fixed on the floorboard of basement structure column top by foundation bolt, and the force-transmitting pole is perpendicularly fixed at institute
It states on postposition punched steel plate, the adjacent corresponding force-transmitting pole of basement structure column is connected by girder or secondary beam, basement knot
It is connected between the corresponding force-transmitting pole of structure column and adjacent initial layer structure column by girder or secondary beam, the panel is set to described
Above the frame that girder and secondary beam are constituted.
Preferably, in above-mentioned basement roof ruggedized construction, the girder and secondary beam are respectively along both direction in length and breadth
It is fixedly installed on the side of force-transmitting pole, and the girder is respectively adopted several standard knots with secondary beam and is bolted.
Preferably, in above-mentioned basement roof ruggedized construction, the force-transmitting pole is equipped with for connecting with girder bolt
The first connecting plate connect, on the web of the girder with open up corresponding bolt hole on corresponding first connecting plate, passing through bolt will
The web of girder is fixedly connected with corresponding first connecting plate.
Preferably, in above-mentioned basement roof ruggedized construction, the force-transmitting pole is equipped with for connecting with secondary beam bolt
The second connecting plate connect, second connecting plate are mutually perpendicular to first connecting plate, on the web of the secondary beam with it is corresponding
Corresponding bolt hole is opened up on second connecting plate, is fixedly connected with the web of secondary beam with corresponding second connecting plate by bolt.
Preferably, in above-mentioned basement roof ruggedized construction, the top of the force-transmitting pole is equipped with a top panel.
Preferably, in above-mentioned basement roof ruggedized construction, the panel uses the road 6000mm*1500mm*180mm
Substrate.
Preferably, in above-mentioned basement roof ruggedized construction, the force-transmitting pole uses 800~1200mm high 400mm*
400mmH fashioned iron.
Preferably, in above-mentioned basement roof ruggedized construction, the girder uses 600mm*200mm*11mm*
17mmH fashioned iron
Preferably, in above-mentioned basement roof ruggedized construction, the secondary beam uses 450mm*200mm*9mm*14mm
Fashioned iron.
By techniques disclosed above scheme it is found that compared with prior art, the beneficial effects of the utility model are as follows:
Basement roof ruggedized construction provided by the utility model, by being arranged on the floorboard of basement structure column top
Postposition punched steel plate, and force-transmitting pole is installed on postposition punched steel plate, the adjacent corresponding force-transmitting pole of basement structure column passes through
Girder perhaps passes through girder or secondary between the secondary beam connection corresponding force-transmitting pole of basement structure column and adjacent initial layer structure column
Beam connection, panel is set to above the frame that the girder and secondary beam are constituted, the load born on panel can by girder,
Secondary beam is transferred on basement structure column through force-transmitting pole, since the frame structure that girder and secondary beam are formed bears the lotus on panel
It carries, avoids load from directly causing floorboard to be broken by the floorboard support of original structure, play the work of basement roof reinforcing
With increasing structural bearing capacity on original structure using force-transmitting pole, girder, secondary beam and panel, while meeting structural load, no
Other constructions for influencing basement, reduce difficulty of construction.In addition, postposition punched steel plate and basement structure column top floorboard
It is installed by foundation bolt, the ruggedized construction can be made environmentally protective with repeated recycling utilize.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the basement roof ruggedized construction of an embodiment of the present invention；
Fig. 2 is the scheme of installation of force-transmitting pole in an embodiment of the present invention；
Fig. 3 is the assembling schematic diagram of force-transmitting pole and primary-secondary beam in an embodiment of the present invention；
Fig. 4 is the usage state diagram of the basement roof ruggedized construction of an embodiment of the present invention；
In figure: 1- postposition punched steel plate, 2- force-transmitting pole, 3- girder, 4- secondary beam, 5- panel, 6- foundation bolt, 7- basement
Structural column, 8- initial layer structure column, 9- floorboard, the first connecting plate of 10-, 11- backing plate, 12- top panel, 13- truck crane.
Specific embodiment
The utility model is described in further detail below in conjunction with the drawings and specific embodiments.Below will by it is cited it
The technology contents and feature of the utility model are described in detail in embodiment combination attached drawing.Need in addition it illustrate, attached drawing is all made of non-
Often simplified form and use non-accurate ratio, only to it is convenient, lucidly aid in illustrating the utility model embodiment
Purpose.For sake of convenience, "upper" described below, "lower" are consistent with the upper and lower direction of attached drawing, but this can't be this reality
With the limitation of new technique scheme.
Present embodiment discloses a kind of basement roof ruggedized constructions, including postposition punched steel plate referring to FIG. 1 to FIG. 4,
1, force-transmitting pole 2, girder 3, secondary beam 4 and panel 5, the postposition punched steel plate 1 are fixed on basement structure by foundation bolt 6
7 top floorboard 9 of column is on basement roof, and the force-transmitting pole 2 is perpendicularly fixed on the postposition punched steel plate 1, adjacent
The corresponding force-transmitting pole 2 of basement structure column 7 is connected by girder 3 or secondary beam 4, the corresponding force-transmitting pole 2 of basement structure column 7 with
It is connected between adjacent initial layer structure column 8 by girder 3 or secondary beam 4, the panel 5 is set to the girder 3 and 4 structure of secondary beam
At frame above.
Basement roof ruggedized construction provided by the utility model, by being set on 7 top floorboard 9 of basement structure column
Punched steel plate 1 is postponed, and force-transmitting pole 2, the adjacent corresponding power transmission of basement structure column 7 are installed on postposition punched steel plate 1
Column 2 is connected by girder 3 or secondary beam 4, is led between the corresponding force-transmitting pole 2 of basement structure column 7 and adjacent initial layer structure column 8
It crosses girder 3 or secondary beam 4 connects, panel 5 is set to above the frame that the girder 3 is constituted with secondary beam 4, is born on panel 5
Load can be transferred on basement structure column 7 by girder 3, secondary beam 4 through force-transmitting pole 2, due to girder 3 and secondary beam 4 formation
Frame structure bear panel 5 on load, avoid load directly by the floorboard of original structure 9 support cause floorboard 9 to break
It splits, plays the role of basement roof reinforcing, increase knot on original structure using force-transmitting pole 2, girder 3, secondary beam 4 and panel 5
Structure bearing capacity does not influence other constructions of basement, reduces difficulty of construction while meeting structural load.In addition, postposition
Punched steel plate 1 is installed with 7 top floorboard 9 of basement structure column by foundation bolt 6, and the ruggedized construction can be allowed to weigh
It recycles again, it is environmentally protective.
Preferably, in above-mentioned basement roof ruggedized construction, the girder 3 is with secondary beam 4 respectively along two sides in length and breadth
To the side for being fixedly installed on force-transmitting pole 2, and the girder 3 is respectively adopted several standard knots with secondary beam 4 and is bolted, from
And the basement roof ruggedized construction can be applied in combination with repetitive cycling, construction cost is reduced, environmentally protective theory is met.
Specifically, in above-mentioned basement roof ruggedized construction, the force-transmitting pole 2 be equipped with for 3 bolt of girder
First connecting plate 10 of connection, on the web of the girder 3 with open up corresponding bolt hole on corresponding first connecting plate 10, pass through
The web of girder 3 is fixedly connected by bolt with corresponding first connecting plate 10, and convenient for disassembly and assembly, connection is reliably.
The force-transmitting pole 2 is equipped with for connecting with 4 bolted second connecting plate (not indicating) of secondary beam, described second
Plate is mutually perpendicular to first connecting plate 10, opens up corresponding spiral shell on corresponding second connecting plate on the web of the secondary beam 4
The web of secondary beam 4 is fixedly connected by keyhole by bolt with corresponding second connecting plate, and convenient for disassembly and assembly, connection is reliably.
Preferably, in above-mentioned basement roof ruggedized construction, the top of the force-transmitting pole 2 is equipped with a top panel 12,
In order to support panel 5, the contact area between panel 5 and force-transmitting pole 2 is improved, so that enhancing entire basement roof reinforces knot
The integral strength and stability of structure.
Preferably, in above-mentioned basement roof ruggedized construction, the panel 5 uses 6000mm*1500mm*180mm
Base board.The force-transmitting pole 2 uses 800~1200mm high 400mm*400mmH fashioned iron.
Preferably, in above-mentioned basement roof ruggedized construction, the girder 3 uses 600mm*200mm*11mm*
17mmH fashioned iron, the secondary beam 4 use 450mm*200mm*9mm*14mm fashioned iron.
Please continue to refer to Fig. 1 to Fig. 4, the construction method of the basement roof ruggedized construction of the utility model, including it is as follows
Step:
Postposition punched steel plate 1 is fixed on 7 top floorboard 9 of basement structure column by step 1 by foundation bolt 6；
Force-transmitting pole 2 is perpendicularly fixed on postposition punched steel plate 1 by step 2；
Laterally adjacent force-transmitting pole 2 is connected by girder 3, longitudinally adjacent force-transmitting pole 2 is passed through secondary beam 4 by step 3
Connection；
Step 4, setting base board forms panel 5 above the frame that girder 3 and secondary beam 4 are constituted；
Load (such as 25T truck crane 13) is placed on panel 5 by step 5.
In conclusion basement roof ruggedized construction provided by the utility model, by 7 top building of basement structure column
Postposition punched steel plate 1 is set on panel 9, and force-transmitting pole 2 is installed on postposition punched steel plate 1, adjacent basement structure column 7 is right
The force-transmitting pole 2 answered is connected by girder 3 or secondary beam 4, panel 5 is set on the frame that the girder 3 is constituted with secondary beam 4
Square, the load born on panel 5 can be transferred on basement structure column 7 by girder 3, secondary beam 4 through force-transmitting pole 2, due to master
The frame structure that beam 3 and secondary beam 4 are formed bears the load on panel 5, and load is avoided directly to be supported by the floorboard of original structure 9
Floorboard 9 is caused to be broken, to not influence other constructions of basement while meeting structural load, it is difficult to reduce construction
Degree.In addition, postposition punched steel plate 1 is installed with 7 top floorboard 9 of basement structure column by foundation bolt 6, this can be made to add
Fixing structure can be environmentally protective with repeated recycling utilize.
Claims (8)
1. a kind of basement roof ruggedized construction, which is characterized in that including postposition punched steel plate, force-transmitting pole, girder, secondary beam and
Panel, the postposition punched steel plate are fixed on the floorboard of basement structure column top by foundation bolt, and the force-transmitting pole hangs down
It is directly fixed on the postposition punched steel plate, the adjacent corresponding force-transmitting pole of basement structure column is connected by girder or secondary beam
It connects, is connected between the corresponding force-transmitting pole of basement structure column and adjacent initial layer structure column by girder or secondary beam, the face
Plate is set to above the frame that the girder and secondary beam are constituted.
2. basement roof ruggedized construction as described in claim 1, which is characterized in that the girder and secondary beam are respectively along in length and breadth
Both direction is fixedly installed on the side of force-transmitting pole, and the girder and secondary beam be respectively adopted several standard knots be bolted and
At.
3. basement roof ruggedized construction as claimed in claim 2, which is characterized in that the force-transmitting pole be equipped with for master
First connecting plate of beam bolt connection, on the web of the girder with open up corresponding bolt hole on corresponding first connecting plate, it is logical
It crosses bolt and is fixedly connected with the web of girder with corresponding first connecting plate.
4. basement roof ruggedized construction as claimed in claim 3, which is characterized in that the force-transmitting pole be equipped with for it is secondary
Second connecting plate of beam bolt connection, second connecting plate are mutually perpendicular to first connecting plate, the web of the secondary beam
It goes up and opens up corresponding bolt hole on corresponding second connecting plate, consolidated the web of secondary beam with corresponding second connecting plate by bolt
Fixed connection.
5. basement roof ruggedized construction as described in claim 1, which is characterized in that the top of the force-transmitting pole is equipped with a top
Panel.
6. basement roof ruggedized construction as described in claim 1, which is characterized in that the panel uses 6000mm*
1500mm*180mm base board.
7. basement roof ruggedized construction as described in claim 1, which is characterized in that the force-transmitting pole using 800~
1200mm high 400mm*400mmH fashioned iron.
8. basement roof ruggedized construction as described in claim 1, which is characterized in that the girder uses 600mm*200mm*
11mm*17mmH fashioned iron, the secondary beam use 450mm*200mm*9mm*14mm fashioned iron.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821685632.6U CN209369402U (en) | 2018-10-17 | 2018-10-17 | A kind of basement roof ruggedized construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821685632.6U CN209369402U (en) | 2018-10-17 | 2018-10-17 | A kind of basement roof ruggedized construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209369402U true CN209369402U (en) | 2019-09-10 |
Family
ID=67838626
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821685632.6U Expired - Fee Related CN209369402U (en) | 2018-10-17 | 2018-10-17 | A kind of basement roof ruggedized construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209369402U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112853855A (en) * | 2020-12-31 | 2021-05-28 | 中建港航局集团有限公司 | Portable conversion device for steel structure storage yard and assembled field overhead |
| CN113846746A (en) * | 2021-10-13 | 2021-12-28 | 成都建工第一建筑工程有限公司 | Basement structure beneficial to efficient construction and construction method |
-
2018
- 2018-10-17 CN CN201821685632.6U patent/CN209369402U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112853855A (en) * | 2020-12-31 | 2021-05-28 | 中建港航局集团有限公司 | Portable conversion device for steel structure storage yard and assembled field overhead |
| CN113846746A (en) * | 2021-10-13 | 2021-12-28 | 成都建工第一建筑工程有限公司 | Basement structure beneficial to efficient construction and construction method |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190910 |