CN208023807U - A kind of steel construction expansion joint floor - Google Patents
A kind of steel construction expansion joint floor Download PDFInfo
- Publication number
- CN208023807U CN208023807U CN201820050195.4U CN201820050195U CN208023807U CN 208023807 U CN208023807 U CN 208023807U CN 201820050195 U CN201820050195 U CN 201820050195U CN 208023807 U CN208023807 U CN 208023807U
- Authority
- CN
- China
- Prior art keywords
- steel
- floor
- girder
- expansion joint
- steel construction
- 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
- Building Environments (AREA)
Abstract
The utility model discloses a kind of steel construction expansion joint floor, including：Girder steel frame, and several module unit floors for being laid on the girder steel frame have expansion joint, expansion joint Bituminous hemp fiber stuff up a crack between the adjacent floor of Unit two；The girder steel frame includes I-steel girder, and the secondary beam to intersect vertically with the I-steel girder, is bolted by long screw hole between the secondary beam and girder.The steel construction expansion joint floor of technical solutions of the utility model is used, it can be in the case where influencing building function, the permanently effective temperature stress solved suffered by steel construction, and flexible arrangement, it is easy to operate, it is of low cost.
Description
Technical field
The utility model is related to construction engineering technical fields, and in particular to a kind of floor more particularly to a kind of steel construction are stretched
Contracting seam floor.
Background technology
For floor of steel structure since it is from heavy and light, speed of application is fast, and high precision machining is increasingly favored by Construction Party.
Steel bar truss floor support plate or profiled sheet are often used as steel structure floor plate.For overlength steel construction, conventional way is
Take twin columns setting permanent structure to stitch, structural joint in this way, later stage building processing is difficult, practicability with aesthetics all
It is greatly affected, so needing to design a kind of novel steel construction expansion joint floor, function is used not influencing building
In the case of, the temperature stress suffered by solution steel construction that can be permanently effective.
Invention content
The technical problem to be solved by the utility model is to provide a kind of steel construction expansion joint floors, make not influencing building
In the case of with function, the temperature stress suffered by solution steel construction that can be permanently effective.
In order to solve the above technical problems, the utility model adopts the following technical solution：
A kind of steel construction expansion joint floor, which is characterized in that steel construction expansion joint floor includes：Girder steel frame, and
There is between the adjacent floor of Unit two several module unit floors being laid on the girder steel frame expansion joint, the expansion joint to use
Bituminous hemp fiber stuff up a crack；The girder steel frame includes I-steel girder, and the secondary beam to intersect vertically with the I-steel girder, described
It is bolted by long screw hole between secondary beam and girder.
In preferred technical solution, I-steel girder both sides are welded with connection batten plate, and the connection of at least side is sewed
Multiple slotted holes are offered on plate, I-steel girder is bolted by the slotted hole (or kidney slot) and secondary beam.
In preferred technical solution, the unit floor is steel bar truss floor support plate.
In preferred technical solution, the unit floor is composite floor with profiled steel sheet.
The utility model has the beneficial effects that：
The steel construction expansion joint floor for using technical solutions of the utility model, can be the case where not influencing building function
Under, the permanently effective temperature stress solved suffered by steel construction, and flexible arrangement, it is easy to operate, it is of low cost.
The utility model is described in further detail below in conjunction with the accompanying drawings.
Description of the drawings
Fig. 1 is that a kind of steel construction expansion joint floor (is held using steel bar girder building in specific embodiment of the present invention one
Plate) structural schematic diagram；
Fig. 2 is that a kind of steel construction expansion joint floor (is held using steel bar girder building in specific embodiment of the present invention one
Plate) decomposition diagram；
Fig. 3 is a kind of steel construction expansion joint floor in specific embodiment of the present invention two (using composite floor with profiled steel sheet)
Structural schematic diagram.
Specific implementation mode
Embodiment one
As depicted in figs. 1 and 2, a kind of steel construction expansion joint floor that present embodiment provides, including：Girder steel frame 1,
And several module unit floors on the girder steel frame 1 are laid on, and there is expansion joint between the adjacent floor of Unit two, it is described flexible
Seam 3 stuff up a crack of Bituminous hemp fiber；The girder steel frame 1 includes I-steel girder 10, and is intersected vertically with the I-steel girder 10
Secondary beam 11, bolted by long screw hole between the secondary beam 11 and I-steel girder 10.In present embodiment, the unit
Floor is steel bar truss floor support plate 20.
The steel construction expansion joint floor of specific embodiment of the present invention technical solution is used, can not influence to build
In the case of function, the permanently effective temperature stress solved suffered by steel construction, and flexible arrangement, it is easy to operate, it is at low cost
It is honest and clean.
In preferred technical solution, 10 both sides of I-steel girder are welded with connection batten plate 12, and the company of at least side
It connects and offers multiple slotted holes 121 on batten plate 12, I-steel girder passes through the slotted hole (or kidney slot) and 11 bolt of secondary beam
It connects.Multiple circular holes 122 are offered on the connection batten plate 12 of the other side, are bolted by circular hole 122 and the secondary beam 11 of the other side.
Embodiment two
Present embodiment provide a kind of steel construction expansion joint floor as shown in figure 3, it is different from embodiment one it
It is in the unit floor 20 is composite floor with profiled steel sheet 21.
It, cannot the above content is specific preferred embodiment further detailed description of the utility model is combined
Assert that the specific implementation of the utility model is confined to these explanations.For the ordinary skill of the utility model technical field
For personnel, without departing from the concept of the premise utility, a number of simple deductions or replacements can also be made, should all regard
To belong to the scope of protection of the utility model.
Claims (4)
1. a kind of steel construction expansion joint floor, which is characterized in that steel construction expansion joint floor includes：Girder steel frame, Yi Jipu
There is between the adjacent floor of Unit two several module unit floors being located on the girder steel frame expansion joint, the expansion joint to drip
Piemarker silk stuff up a crack；The girder steel frame includes I-steel girder, and the secondary beam to intersect vertically with the I-steel girder, described time
It is bolted by long screw hole between beam and girder.
2. a kind of steel construction expansion joint as described in claim 1 floor, which is characterized in that weld I-steel girder both sides
Have connection batten plate, and at least offer multiple slotted holes on the connection batten plate of side, I-steel girder by the slotted hole with
Secondary beam bolts.
3. a kind of steel construction expansion joint as claimed in claim 1 or 2 floor, which is characterized in that the unit floor is reinforcing bar
Truss floor support plate.
4. a kind of steel construction expansion joint as claimed in claim 1 or 2 floor, which is characterized in that the unit floor is die mould
Steel plate floor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820050195.4U CN208023807U (en) | 2018-01-11 | 2018-01-11 | A kind of steel construction expansion joint floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820050195.4U CN208023807U (en) | 2018-01-11 | 2018-01-11 | A kind of steel construction expansion joint floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208023807U true CN208023807U (en) | 2018-10-30 |
Family
ID=63901927
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820050195.4U Active CN208023807U (en) | 2018-01-11 | 2018-01-11 | A kind of steel construction expansion joint floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208023807U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114737686A (en) * | 2022-04-13 | 2022-07-12 | 中国十七冶集团有限公司 | Expansion joint structure of steel structure floor plate and installation and construction method thereof |
-
2018
- 2018-01-11 CN CN201820050195.4U patent/CN208023807U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114737686A (en) * | 2022-04-13 | 2022-07-12 | 中国十七冶集团有限公司 | Expansion joint structure of steel structure floor plate and installation and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205840317U (en) | A kind of assembled architecture prefabricated post, beam cast-in-place node template | |
| CN206174138U (en) | Joint construction suitable for steel house room externally -hanging wallboard and major structure | |
| CN208023807U (en) | A kind of steel construction expansion joint floor | |
| CN205444492U (en) | H type cantilever girder steel post geometric cross section mosaic structure | |
| CN106801489A (en) | Aluminum alloy roof board combining structure | |
| CN105926811A (en) | Multi-cover-plate assembly type two-end connecting steel plate shear wall node | |
| CN108360669A (en) | A kind of beam-column hinged steel frame structural system of the difunctional component of carrying energy dissipating | |
| CN203514542U (en) | Industrial assembling type steel structure plate joint connecting device | |
| CN205348415U (en) | Steel frame structure H type beam column node | |
| CN108643349A (en) | A kind of through assembled steel reinforced concrete column of beam and steel beam joint connector | |
| CN212561883U (en) | Building steel structure | |
| CN205329866U (en) | A beam column node structure that what was used for steel frame systems has an end plate stiffener | |
| CN204956849U (en) | A construction equipment for turning over dial structure 100MARK line | |
| CN102383611B (en) | Construction method for steel structure beam penetrating column | |
| CN205116705U (en) | To wall form system of tectorial membrane multiply wood not damaged in manufacturing process | |
| CN212801996U (en) | Continuous purlin node structure for light steel factory building | |
| CN103882941B (en) | Modular many high-rise assembling type steel structure frame center support systems | |
| CN210507154U (en) | Concrete splicing formwork for road and bridge construction | |
| CN204703310U (en) | Concrete column reinforcing joint structure | |
| CN203834686U (en) | Corrugated web H-shaped steel beam and column connecting structure | |
| CN209723436U (en) | A kind of convenience overlapped precast stair plate | |
| CN206504010U (en) | A kind of omnipotent assembling support | |
| CN203034377U (en) | Construction template of cable bent tower of cable-stayed bridge | |
| CN106320175A (en) | Simple device for connecting steel pipe support piers | |
| CN104775628B (en) | A kind of building structure strengthening attachment means and attaching method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |