CN205976008U - Adopt cross connected node of prefabricated plate of shaped steel connection - Google Patents
Adopt cross connected node of prefabricated plate of shaped steel connection Download PDFInfo
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- CN205976008U CN205976008U CN201620918273.9U CN201620918273U CN205976008U CN 205976008 U CN205976008 U CN 205976008U CN 201620918273 U CN201620918273 U CN 201620918273U CN 205976008 U CN205976008 U CN 205976008U
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- shaped steel
- plate
- steel
- precoated
- biserial
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 170
- 239000010959 steel Substances 0.000 title claims abstract description 170
- VYMDGNCVAMGZFE-UHFFFAOYSA-N phenylbutazonum Chemical compound O=C1C(CCCC)C(=O)N(C=2C=CC=CC=2)N1C1=CC=CC=C1 VYMDGNCVAMGZFE-UHFFFAOYSA-N 0.000 claims description 2
- 239000002689 soil Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 6
- 238000003466 welding Methods 0.000 abstract description 4
- 238000005516 engineering process Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to an adopt cross connected node of prefabricated plate of shaped steel connection belongs to the prefabricated housing building field. All be equipped with four prefabricated plates of biserial steel sheet including the side end face, biserial steel sheet on every prefabricated plate all is equipped with a plurality of round holes, and there is a nut in round hole department on its opposite face of biserial steel sheet on every prefabricated plate all welding, and the side end face of four prefabricated plates two is double -phase to constituting cross -shaped structure, and through bolt fixed connection shaped steel for between the adjacent steel sheet, deposit concrete is located to the connection face between four prefabricated plates on two adjacent prefabricated plates. The utility model provides a connected node, the connected mode is simple, convenient operation, realizes the high -speed joint through shaped steel between four prefabricated plates that have the looks isostructure, because of its joint strength accords with high -rise designing requirement, on one side can carry out superstructure's assembly, yi bian carry out the concrete placement of lower floor's building, does not influence the progress of construction, has improved high -rise assembly type structure's construction speed greatly.
Description
Technical field
This utility model is related to the cross connecting node of precoated plate that a kind of employing shaped steel connects, and belongs to prefabricated housing building
Field.
Background technology
Development with assembled architecture technology and application, increasing building is using fabricated construction so that various
Prefabricated component is able to the assembling completing, facilitating job site prefabricated in factory in advance, and substantially increase building builds effect
Rate.
The needs according to building structure for the existing precoated plate and the difference of connected mode, need to be prefabricated into structure different
Various precoated plates, will pass through the assembling that different connected modes realize different connecting nodes, therefore, required prefabricated component kind
Class is various, brings some inconvenience to production and management, and connected mode is relative complex, assembling speed is slow.
Utility model content
In view of the foregoing, the purpose of this utility model is the cross connection of precoated plate providing a kind of employing shaped steel to connect
Node, can realize cross connecting node using structure identical precoated plate.
To achieve these goals, the technical scheme that this utility model is adopted is：
The cross connecting node of precoated plate that a kind of employing shaped steel connects, is equipped with four pieces of biserial steel plate including side end face
Precoated plate, the biserial steel plate on every piece of precoated plate is designed with some circular holes, on its opposite face of biserial steel plate on every piece of precoated plate
Circular hole at be all welded with nut, the side end face of four pieces of precoated plates constitutes cross-shaped configuration two-by-two relatively, and adjacent two pieces are prefabricated
It is fixedly connected by shaped steel bolt between adjacent steel plate on plate, pour into a mould coagulation at the joint face between four pieces of precoated plates
Soil.
Described shaped steel is divided into yi word pattern shaped steel and shaped steel, and the two ends of yi word pattern shaped steel are provided with some circular holes, shaped steel
Bottom be planar structure, the both-side opening end connecting bottom is arranged perpendicular to bottom, the bottom of shaped steel and both-side opening end
It is equipped with and be all welded with nut at some circular holes, and the interior mother rib lateral rotundum at the both-side opening end of shaped steel；Yi word pattern shaped steel one end with
Steel plate on one of precoated plate connects, and the other end is connected with the opening of shaped steel, the bottom of shaped steel simultaneously with separately
Steel plate on outer two pieces of precoated plates being oppositely arranged connects.
Described shaped steel is divided into yi word pattern shaped steel and π type shaped steel, and the two ends of yi word pattern shaped steel are provided with some circular holes, π type shaped steel
Bottom be planar structure, both-side opening end is arranged perpendicular to bottom, and the bottom of π type shaped steel and both-side opening end are equipped with some
All it is welded with nut at circular hole, and the interior mother rib lateral rotundum at the both-side opening end of π type shaped steel；Yi word pattern shaped steel one end is pre- with one of
Steel plate in making sheet connects, and the other end is connected with the opening of π type shaped steel, and the bottom of π type shaped steel is simultaneously relative with other two pieces
Steel plate on the precoated plate of setting connects.
The bottom of described π type shaped steel is respectively arranged at two ends with multiple rows of circular hole, and the steel plate being connected with the bottom of π type shaped steel sets
There is multiple rows of circular hole, the bottom of π type shaped steel is fixedly connected using multiple rows of bolt with same steel plate.
Described biserial steel plate is continuously laid using integral type, and shaped steel is continuously laid using integral type, by precoated plate, biserial
Concrete is poured into a mould in the closed area that steel plate and shaped steel enclose jointly.
Described biserial steel plate adopts multiple interruptions to lay, and shaped steel is also adopted by multiple and corresponding steel plate and is attached, at four pieces
The biserial steel plate of precoated plate and the outside placement shrouding of shaped steel, make the intra-zone that shrouding encloses form enclosed region, in closure
Concrete is poured into a mould in region.
The connecting node that this utility model provides, connected mode is simple and convenient to operate, four pieces have mutually isostructural prefabricated
Between plate, quick connection is realized by shaped steel, because its bonding strength meets High-rise Building Design requirement, superstructure can be carried out
Assembling, carry out substrustion concrete cast, do not affect construct progress, substantially increase high-rise assembled architecture
Speed of application.
Below by way of the drawings and specific embodiments, this utility model is further elaborated.
Brief description：
Fig. 1 is the structural representation of this utility model embodiment one；
Fig. 2 is the structural representation of this utility model embodiment two；
Fig. 3 adopts the structural representation of multiple interruption settings for shaped steel；
Fig. 4 adopts the continuous structural representation laid of integral type for shaped steel.
Specific embodiment：
As shown in Figures 1 to 4, the cross connecting node of precoated plate that a kind of employing shaped steel connects, is all provided with including side end face
There are four pieces of precoated plates of biserial steel plate, that is,：Precoated plate 1 side end face is provided with biserial steel plate 100, and the side end face of precoated plate 2 is provided with double
Row steel plate 200, the side end face of precoated plate 3 is provided with biserial steel plate 300, and the side end face of precoated plate 4 is provided with biserial steel plate 400, above-mentioned
Biserial steel plate on every piece of precoated plate is designed with some circular holes, and this circular hole can adopt multiple rows of setting；In view of the behaviour on connecting
Make convenience, at the circular hole on its opposite face of biserial steel plate on every piece of precoated plate, be all welded with nut（In figure is not drawn into）, that is,
In the inner side of steel plate, insertion is fixed nut-welding from the outside of steel plate to facilitate bolt.The side end face of four pieces of precoated plates is two-by-two
Relatively collectively form cross-shaped configuration, two pieces of adjacent precoated plates are fixed even by shaped steel bolt between adjacent steel plate
Connect.
Above-mentioned described shaped steel can realize the connection of biserial steel plate between different precoated plates using two ways：
Embodiment 1：As described in Figure 1, shaped steel is divided into yi word pattern shaped steel 5 and shaped steel 6, wherein, the two of yi word pattern shaped steel 5
End is provided with some circular holes, and the bottom 601 of shaped steel 6 is planar structure, and the both-side opening end 600 connecting bottom 601 is the bottom of perpendicular to
Portion 601 is arranged, and the bottom 601 of shaped steel 6 and both-side opening end 600 are equipped with some circular holes, and two opening 600 directions
It is welded with nut, the effect of this nut is identical with the effect arranging nut on biserial steel plate at the circular hole of inner side.Four pieces of precoated plates
Between constitute cross connecting node, four pieces of yi word pattern shaped steel 5 and two pieces of shaped steel 6 need to be used, and two pieces of shaped steel 6 are relatively
Setting.In order to describe the connection between shaped steel and biserial steel plate in detail, it is connected with each other with precoated plate 1, precoated plate 4 and precoated plate 2
As a example described in detail, opposite side is identical with the connection of precoated plate 3.Circular hole on two pieces of yi word pattern shaped steel 5 respectively with precoated plate 4 pairs
Circular hole alignment on row steel plate 400, one end of its circular hole of yi word pattern shaped steel 5 alignment passes through circular hole self-corresponding with each by bolt
After steel plate, the nut of welding is fixedly connected, the circular hole of the other end then with same shaped steel 6 in two openings 600 on
Circular hole aligns respectively, and passes through the circular hole of alignment fixing even with the nut of shaped steel 6 opening 600 inner side welding by bolt
Connect；And the circular hole on the circular hole at shaped steel 6 bottom two ends steel plate adjacent with biserial steel plate 100 and biserial steel plate 200 respectively
Alignment, is fixedly connected each via bolt.And the connection of precoated plate 1, precoated plate 2 and precoated plate 3, then it is by other two
Block yi word pattern shaped steel 5 and other one piece of shaped steel 6 are attached using the same manner.
Embodiment 2：As shown in Fig. 2 the present embodiment is with the difference of embodiment 1, by the U-shaped type in embodiment 1
Steel 6 is substituted for π type shaped steel 7, and the bottom 701 of π type shaped steel 7 is also planar structure, and both-side opening end 700 is perpendicular to bottom 701
Setting, the bottom 701 of π type shaped steel 7 and both-side opening end 700 are equipped with some circular holes, and two openings 700 are towards inner side
All it is welded with nut, the effect of this nut is same as above at circular hole.Yi word pattern shaped steel 5 in the present embodiment and π type shaped steel 7 with double
With embodiment 1, difference is for the connection of row steel plate：The bottom 701 of π type shaped steel 7 is respectively arranged at two ends with multiple rows of circular hole, multiple rows of
Circular hole is distributed in opening 700 both sides, and same one end of the bottom 701 of π type shaped steel 7 and same steel plate are fixed using multiple rows of bolt
Connect, make junction stress equalization, connect more stable.
In order to meet the requirement of strength design of high building structure in addition it is also necessary to enter in the junction of above-mentioned connecting node
The cast of row concrete.Cast with regard to concrete can be with using the following two kinds mode：
Mode one：Biserial steel plate on above-mentioned precoated plate is all continuously laid using integral type, and shaped steel similarly adopts such as
Integral type shown in Fig. 4 is continuously laid, and so, is just constituted by between the joint face of four pieces of precoated plates, biserial steel plate and shaped steel
The region of three closings, carries out the cast of concrete in these three closed areas.Using this structure, need not be additionally using shrouding
Enclosed, the cast area of concrete is also relatively small, and bonding strength also meets design requirement.
Mode two：Biserial steel plate on above-mentioned precoated plate is all laid using multiple interruptions, and shaped steel is also adopted by as shown in Figure 3
Multiple be configured, every block-type steel is attached with corresponding steel plate.Above-mentioned biserial steel plate and shaped steel adopt multiple interruptions
Setting, can substantial amounts of save steel consumption, but three regions being enclosed due to biserial steel plate, shaped steel and four pieces of precoated plates
It is not enclosed construction, accordingly, it would be desirable to place shrouding in the outside of biserial steel plate, make it be internally formed closed area by shrouding,
Last cast concrete in the enclosed region that shrouding encloses.Using this structure, need just to complete concrete by shrouding
Cast, but the cast area of concrete is relatively large, has more preferable bonding strength.
No matter carry out the cast of concrete using which kind of mode above-mentioned, because above-mentioned connecting node is all carried out even using double plates
Connect, its bonding strength has met the design requirement of skyscraper, therefore, it can carry out the construction of superstructure, on one side
Continue the concrete cast of substrustion, have no effect on the progress of construction, and the connecting node that this utility model provides, be to pass through
Shaped steel of different shapes completes connection of different shapes between multiple precoated plates, therefore, using the house of this connecting node assembling,
Its precoated plate can be used uniformly across identical structure, brings facility to production and management.
Above example only in order to the technical solution of the utility model is described and unrestricted, those of ordinary skill in the art couple
Other modifications or equivalent that the technical solution of the utility model is made, without departing from technical solutions of the utility model
Spirit and scope, all should cover in right of the present utility model.
Claims (6)
1. a kind of employing shaped steel connects the cross connecting node of precoated plate it is characterised in that：It is equipped with biserial including side end face
Four pieces of precoated plates of steel plate, the biserial steel plate on every piece of precoated plate is designed with some circular holes, the biserial steel plate on every piece of precoated plate
All it is welded with nut, the side end face of four pieces of precoated plates constitutes cross-shaped configuration two-by-two relatively, adjacent at circular hole on its opposite face
Two pieces of precoated plates on be fixedly connected by shaped steel bolt, at the joint face between four pieces of precoated plates between adjacent steel plate
Cast concrete.
2. a kind of employing shaped steel according to claim 1 connects the cross connecting node of precoated plate it is characterised in that：Institute
State shaped steel and be divided into yi word pattern shaped steel and shaped steel, the two ends of yi word pattern shaped steel are provided with some circular holes, and the bottom of shaped steel is flat
Face structure, the both-side opening end connecting bottom is arranged perpendicular to bottom, and the bottom of shaped steel and both-side opening end are equipped with some
All it is welded with nut at circular hole, and the interior mother rib lateral rotundum at the both-side opening end of shaped steel；Yi word pattern shaped steel one end is pre- with one of
Steel plate in making sheet connects, and the other end is connected with the opening of shaped steel, and the bottom of shaped steel is simultaneously relative with other two pieces
Steel plate on the precoated plate of setting connects.
3. a kind of employing shaped steel according to claim 1 connects the cross connecting node of precoated plate it is characterised in that：Institute
State shaped steel and be divided into yi word pattern shaped steel and π type shaped steel, the two ends of yi word pattern shaped steel are provided with some circular holes, and the bottom of π type shaped steel is flat
Face structure, both-side opening end is arranged perpendicular to bottom, and the bottom of π type shaped steel and both-side opening end are equipped with some circular holes, and π type
All it is welded with nut at the interior mother rib lateral rotundum at the both-side opening end of shaped steel；Steel on yi word pattern shaped steel one end and one of precoated plate
Plate connects, and the other end is connected with the opening of π type shaped steel, and the bottom of π type shaped steel is simultaneously prefabricated with what other two pieces were oppositely arranged
Steel plate on plate connects.
4. a kind of employing shaped steel according to claim 3 connects the cross connecting node of precoated plate it is characterised in that：Institute
The bottom stating π type shaped steel is respectively arranged at two ends with multiple rows of circular hole, and the steel plate being connected with the bottom of π type shaped steel is provided with multiple rows of circle
Hole, the bottom of π type shaped steel is fixedly connected using multiple rows of bolt with same steel plate.
5. a kind of employing shaped steel according to claim 1 connects the cross connecting node of precoated plate it is characterised in that：Institute
State biserial steel plate continuously to lay using integral type, shaped steel is continuously laid using integral type, by precoated plate, biserial steel plate and shaped steel
Concrete is poured into a mould in the closed area jointly enclosing.
6. a kind of employing shaped steel according to claim 1 connects the cross connecting node of precoated plate it is characterised in that：Institute
Stating biserial steel plate adopts multiple interruptions to lay, and shaped steel is attached using multiple and corresponding steel plate, in the biserial of four pieces of precoated plates
Steel plate and the outside placement shrouding of shaped steel, make the intra-zone that shrouding encloses form enclosed region, pour into a mould mixed in enclosed region
Solidifying soil.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620918273.9U CN205976008U (en) | 2016-08-22 | 2016-08-22 | Adopt cross connected node of prefabricated plate of shaped steel connection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620918273.9U CN205976008U (en) | 2016-08-22 | 2016-08-22 | Adopt cross connected node of prefabricated plate of shaped steel connection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205976008U true CN205976008U (en) | 2017-02-22 |
Family
ID=58032898
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620918273.9U Expired - Fee Related CN205976008U (en) | 2016-08-22 | 2016-08-22 | Adopt cross connected node of prefabricated plate of shaped steel connection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205976008U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112482588A (en) * | 2020-10-28 | 2021-03-12 | 中铁第一勘察设计院集团有限公司 | Prefabricated externally-hung wallboard splicing piece of fixed assembled of cross steel sheet socket joint |
-
2016
- 2016-08-22 CN CN201620918273.9U patent/CN205976008U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112482588A (en) * | 2020-10-28 | 2021-03-12 | 中铁第一勘察设计院集团有限公司 | Prefabricated externally-hung wallboard splicing piece of fixed assembled of cross steel sheet socket joint |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170222 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |