CN207160268U - A kind of bending resistance shape attachment structure being used in assembling type steel structure - Google Patents
A kind of bending resistance shape attachment structure being used in assembling type steel structure Download PDFInfo
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- CN207160268U CN207160268U CN201720747946.3U CN201720747946U CN207160268U CN 207160268 U CN207160268 U CN 207160268U CN 201720747946 U CN201720747946 U CN 201720747946U CN 207160268 U CN207160268 U CN 207160268U
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- string wire
- floor support
- support plate
- plate
- wire muscle
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Abstract
The utility model discloses a kind of bending resistance shape attachment structure being used in assembling type steel structure, including：Floor support plate and wall, the floor support plate is with being provided with connection supporting plate at wall connecting, steel bar girder is provided with the connection supporting plate, upper string wire muscle, lower string wire muscle, abdomen string wire muscle and counterdie are provided with the steel bar girder, the abdomen string wire muscle is on counterdie, the upper string wire muscle is located between two abdomen string wire muscle, and the lower string wire muscle is located at the bottom of abdomen string wire muscle.Be provided with connection supporting plate in the utility model at floor support plate and wall connecting, connection supporting plate forms the filling of nature mortar leakage prevention, larger connecting plate width can meet live steel bar truss floor support plate cutting accuracy it is not high caused by gap fill up requirement；Steel bar girder on steel bar truss floor support plate can obtain effective overlap joint, meet construction needs, can be not provided with the floor support plate support angle brace on post side；Spillage, can not be finely prefabricated the problems such as caused by effectively solving steel bar truss floor support plate site operation.
Description
Technical field
The utility model belongs to manufacturing field, more particularly to a kind of bending resistance shape connection being used in assembling type steel structure
Structure.
Background technology
Steel bar truss floor support plate is to belong to one kind without support die mould combination floor support plate;Steel bar girder is in backstage processing space
Patterning process, site operation need first to be fixed on contour plate on girder steel using peg, then place steel bar girder and carry out colligation, test
Receive after-pouring concrete.
Mechanization production is realized, is advantageous to that arrangement of bar spacing is uniform, thickness of concrete cover is consistent, improves building
The construction quality of plate.Type steel bar truss floor support plate can substantially reduce live steel flxer journey amount, accelerating construction progress, increase
Work safety assurance is affixed by, realizes civilized construction.The product is detected by civil engineering test center of Zhejiang University, and by multinomial
Engineer applied, properties can meet the requirement of in-situ reinforced concrete slab bearing capacity.
In steel-frame structure, due to the presence of girder steel so that the installation laying work difficulty of steel bar truss floor support plate is big
It is big to reduce, it need to only be laid on flooring by typographical sequences, then make peg in back position, girder steel can be held with building
Plate is reliably connected.But cut edge is needed in wall position, floor support plate, avoid wall.And installed and missed due to floor support plate
Difference, can not be by fine blanking come the prefabricated cut edge.The gap that often results in floor support plate and wall edge is excessive, easily exists
Spillage phenomenon is caused in concreting process.
Utility model content
Purpose of utility model：In order to overcome the above insufficient, the purpose of this utility model is to provide one kind and is used for assembled steel
Bending resistance shape attachment structure in structure, its is simple in construction, reasonable in design, and connection supporting plate is provided with floor support plate and wall connecting,
Connection supporting plate forms the filling of nature mortar leakage prevention, and larger connecting plate width can meet live steel bar truss floor support plate cutting accuracy not
Requirement is filled up in gap caused by height.
Technical scheme：To achieve these goals, the utility model provides a kind of for anti-in assembling type steel structure
Bending attachment structure, including：Floor support plate, wall and steel bar girder, wherein, the floor support plate is with being provided with connection support at wall connecting
Plate, the connection supporting plate are made up of mounting plate and bottom plate, and the mounting plate and bottom plate are relative located at floor support plate and wall
Junction, and stiffener is provided between the mounting plate and bottom plate, the steel bar girder is on connection supporting plate.
A kind of bending resistance shape attachment structure being used in assembling type steel structure described in the utility model, in floor support plate and wall
Body junction is provided with connection supporting plate, and connection supporting plate forms the filling of nature mortar leakage prevention, and larger connecting plate width can meet live steel
Requirement is filled up in gap caused by muscle truss floor support plate cutting accuracy is not high；Steel bar girder on steel bar truss floor support plate can be had
Effect overlap joint, meet construction needs, the floor support plate support angle brace on post side can be not provided with；Effectively solves steel bar truss floor support plate scene
Spillage caused by construction, can not be finely prefabricated the problems such as, only it need to increase respective nodes annex in the in-depth of steel construction main body,
Reach design requirement.
The junction that supporting plate rides over floor support plate and wall is connect described in the utility model, and it is described connect supporting plate and floor support plate and
Connected between wall using rigid connection.
The junction that supporting plate rides over floor support plate and wall is connect described in the utility model, and it is described connect supporting plate and floor support plate and
Use and be articulated and connected between wall.
Bottom plate described in the utility model at least protrudes 50mm than mounting plate.
Upper string wire muscle, lower string wire muscle, abdomen string wire muscle and counterdie, the abdomen are provided with described in the utility model in steel bar girder
On counterdie, the upper string wire muscle is located between two abdomen string wire muscle string wire muscle, and the lower string wire muscle is located under abdomen string wire muscle
Portion,
Connect described in the utility model between supporting plate and floor support plate and wall using being articulated and connected, and the mounting plate with it is upper
The low 2cm of string wire muscle.
The muscle of abdomen string wire described in the utility model is made up of brace rod and support base, and the support base is located under brace rod
Side, and both junctions are provided with inclination angle, the lower string wire muscle, close to one end of support base, greatly improves located at brace rod
The stability and safety in utilization of whole attachment structure.
Vertical direction between the muscle of abdomen string wire described in the utility model is provided with bearing vertical bars, greatly improves its longitudinal direction
Support performance, improve its stability and security that use.
Horizontal direction described in the utility model between steel bar girder is provided with bearing horizontal bar, greatly improves its transverse direction
Support performance, improve its stability and security that use.
Horizontal direction described in the utility model between steel bar girder is provided with bearing horizontal bar, described in the present embodiment
Connect supporting plate and be located at the both sides of wall and be provided with the edge of a wing, the setting on the edge of a wing, the stability of its installation can be greatly improved, simultaneously
Also its mortar leakage prevention effect is improved.
Above-mentioned technical proposal can be seen that the utility model and have the advantages that：
1st, a kind of bending resistance shape attachment structure being used in assembling type steel structure described in the utility model, connects supporting plate shape
Filled into natural mortar leakage prevention, larger connecting plate width can meet to stitch caused by live steel bar truss floor support plate cutting accuracy is not high
Gap fills up requirement；Steel bar girder on steel bar truss floor support plate can obtain effective overlap joint, can play good resistance to deformation effect,
Allow it to better meet construction needs, the floor support plate support angle brace on post side can be not provided with；Effectively solves steel bar truss floor support plate
Spillage caused by site operation, can not be finely prefabricated the problems such as, only it need to increase respective nodes annex in the in-depth of steel construction main body,
Design requirement can be reached.
2nd, the muscle of abdomen string wire described in the utility model is made up of brace rod and support base, and the support base is located at brace rod
Lower section, and both junctions are provided with inclination angle, the lower string wire muscle, close to one end of support base, greatly improves located at brace rod
The stability and safety in utilization of whole attachment structure.
Vertical direction between abdomen string wire muscle described in 3 the utility model is provided with bearing vertical bars, greatly improves it
Support performance；Horizontal direction between the steel bar girder is provided with bearing horizontal bar, greatly improves its horizontal support performance,
Improve its stability and security that use.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the structural representation of steel bar girder in the utility model.
Embodiment
Below in conjunction with the accompanying drawings and specific embodiment, the utility model is furtherd elucidate.
Embodiment
A kind of bending resistance shape attachment structure being used in assembling type steel structure as depicted, including：Floor support plate 1, the and of wall 2
Steel bar girder, wherein, the floor support plate 1 is provided with connection supporting plate 3 with the junction of wall 2, and the connection supporting plate 3 is by the He of mounting plate 31
Bottom plate 32 is formed, the relative junction for being located at floor support plate 1 and wall 2 of the mounting plate 31 and bottom plate 32, and the pop-up
Stiffener 33 is provided between plate 31 and bottom plate 32, the steel bar girder is on connection supporting plate 3.
The junction that supporting plate 3 rides over floor support plate 1 and wall 2 is connect described in the present embodiment, and described connects supporting plate 3 and floor support plate
Connect in succession using steel between 1 and wall 2.
The junction that supporting plate 3 rides over floor support plate 1 and wall 2 is connect described in the present embodiment, and described connects supporting plate 3 and floor support plate
Use and be articulated and connected between 1 and wall 2.
Bottom plate 32 described in the present embodiment at least protrudes 50mm than mounting plate 31.
Upper string wire muscle 41, lower string wire muscle 42, abdomen string wire muscle 43 and counterdie 44 are provided with described in the present embodiment in steel bar girder,
The abdomen string wire muscle 43 is on counterdie 44, and the upper string wire muscle 41 is located between two abdomen string wire muscle 43, the lower string wire muscle 42
Located at the bottom of abdomen string wire muscle 43.
Connect to use between supporting plate 3 and floor support plate 1 and wall 2 described in the present embodiment and be articulated and connected, and the mounting plate 31
With upper 41 low 2cm of string wire muscle.
The muscle of abdomen string wire described in the present embodiment 43 is made up of brace rod 431 and support base 432, and the support base 432 is located at
The lower section of brace rod 431, and both junctions are provided with inclination angle, the lower string wire muscle 42 is located at brace rod 431 close to support base
432 one end.
Vertical direction between the muscle of abdomen string wire described in the present embodiment 43 is provided with bearing vertical bars 433.
Horizontal direction described in the present embodiment between steel bar girder is provided with bearing horizontal bar 434.
Embodiment 2
A kind of bending resistance shape attachment structure being used in assembling type steel structure as depicted, including：Floor support plate 1, the and of wall 2
Steel bar girder, wherein, the floor support plate 1 is provided with connection supporting plate 3 with the junction of wall 2, and the connection supporting plate 3 is by the He of mounting plate 31
Bottom plate 32 is formed, the relative junction for being located at floor support plate 1 and wall 2 of the mounting plate 31 and bottom plate 32, and the pop-up
Stiffener 33 is provided between plate 31 and bottom plate 32, the steel bar girder is on connection supporting plate 3.
The junction that supporting plate 3 rides over floor support plate 1 and wall 2 is connect described in the present embodiment, and described connects supporting plate 3 and floor support plate
Connect in succession using steel between 1 and wall 2.
The junction that supporting plate 3 rides over floor support plate 1 and wall 2 is connect described in the present embodiment, and described connects supporting plate 3 and floor support plate
Use and be articulated and connected between 1 and wall 2.
Bottom plate 32 described in the present embodiment at least protrudes 50mm than mounting plate 31.
Upper string wire muscle 41, lower string wire muscle 42, abdomen string wire muscle 43 and counterdie 44 are provided with described in the present embodiment in steel bar girder,
The abdomen string wire muscle 43 is on counterdie 44, and the upper string wire muscle 41 is located between two abdomen string wire muscle 43, the lower string wire muscle 42
Located at the bottom of abdomen string wire muscle 43.
Connect to use between supporting plate 3 and floor support plate 1 and wall 2 described in the present embodiment and be articulated and connected, and the mounting plate 31
With upper 41 low 2cm of string wire muscle.
The muscle of abdomen string wire described in the present embodiment 43 is made up of brace rod 431 and support base 432, and the support base 432 is located at
The lower section of brace rod 431, and both junctions are provided with inclination angle, the lower string wire muscle 42 is located at brace rod 431 close to support base
432 one end.
Vertical direction between the muscle of abdomen string wire described in the present embodiment 43 is provided with bearing vertical bars 433.
Horizontal direction described in the present embodiment between steel bar girder is provided with bearing horizontal bar 434.
A kind of construction technology of bending resistance shape attachment structure being used in assembling type steel structure described in the present embodiment, specifically
Construction technology it is as follows：
（1）：The main body of steel building is detected first, after detection is qualified, ready floor support plate 1 is located at wall
The junction of body 2；
（2）：Then the bottom plate 32 connected in supporting plate 3 is located to the position specified, and it is fixed, treats that it is fixed
Stiffener 33 is set at its both ends after good；
（3）：After the stiffener 33 at the both ends of bottom plate 32 installs, then by mounting plate 31 be located at bottom plate 32 top,
And it is fixed installation；
（4）：Connect during the above-mentioned installation and started to exchange fire between supporting plate 3 and wall 2 using steel by the way of booklet is be hinged
It is fixed；
（5）：When it is used it is be hinged when, the height of mounting plate 31 is less than upper string wire muscle 412cm；
（6）：Then steel bar girder is installed, and it is fixed.
Described above is only preferred embodiment of the present utility model, it is noted that for the common skill of the art
For art personnel, on the premise of the utility model principle is not departed from, some improvement can also be made, these improvement also should be regarded as
The scope of protection of the utility model.
Claims (9)
- A kind of 1. bending resistance shape attachment structure being used in assembling type steel structure, it is characterised in that：Including：Floor support plate（1）, wall （2）And steel bar girder, wherein, the floor support plate（1）With wall（2）Junction is provided with connection supporting plate（3）, the connection supporting plate （3）By mounting plate（31）And bottom plate（32）Form, the mounting plate（31）And bottom plate（32）It is relative to be located at floor support plate（1）With Wall（2）Junction, and the mounting plate（31）And bottom plate（32）Between be provided with stiffener（33）, the steel bar girder sets In connection supporting plate（3）On.
- 2. the bending resistance shape attachment structure according to claim 1 being used in assembling type steel structure, it is characterised in that：The company Connect supporting plate（3）Ride over floor support plate（1）And wall（2）Junction, and the connection supporting plate（3）With floor support plate（1）And wall（2） Between using rigid connection connect.
- 3. the bending resistance shape attachment structure according to claim 1 being used in assembling type steel structure, it is characterised in that：The company Connect supporting plate（3）Ride over floor support plate（1）And wall（2）Junction, and the connection supporting plate（3）With floor support plate（1）And wall（2） Between using being articulated and connected.
- 4. the bending resistance shape attachment structure according to claim 1 being used in assembling type steel structure, it is characterised in that：Under described Supporting plate（32）At least compare mounting plate（31）Prominent 50mm.
- 5. the bending resistance shape attachment structure according to claim 1 being used in assembling type steel structure, it is characterised in that：The steel Upper string wire muscle is provided with muscle truss（41）, lower string wire muscle（42）, abdomen string wire muscle（43）And counterdie（44）, the abdomen string wire muscle（43） Located at counterdie（44）On, the upper string wire muscle（41）Located at two abdomen string wire muscle（43）Between, the lower string wire muscle（42）Located at abdomen String wire muscle（43）Bottom.
- 6. the bending resistance shape attachment structure according to claim 5 being used in assembling type steel structure, it is characterised in that：The company Connect supporting plate（3）With floor support plate（1）And wall（2）Between using being articulated and connected, and the mounting plate（31）With upper string wire muscle（41） Low 2cm.
- 7. the bending resistance shape attachment structure according to claim 5 being used in assembling type steel structure, it is characterised in that：The abdomen String wire muscle（43）By brace rod（431）And support base（432）Form, the support base（432）Located at brace rod（431）Under Side, and both junctions are provided with inclination angle, the lower string wire muscle（42）Located at brace rod（431）Close to support base（432）One End.
- 8. the bending resistance shape attachment structure according to claim 5 being used in assembling type steel structure, it is characterised in that：The abdomen String wire muscle（43）Between vertical direction be provided with bearing vertical bars（433）.
- 9. the bending resistance shape attachment structure according to claim 1 being used in assembling type steel structure, it is characterised in that：The steel Horizontal direction between muscle truss is provided with bearing horizontal bar（434）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720747946.3U CN207160268U (en) | 2017-06-26 | 2017-06-26 | A kind of bending resistance shape attachment structure being used in assembling type steel structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720747946.3U CN207160268U (en) | 2017-06-26 | 2017-06-26 | A kind of bending resistance shape attachment structure being used in assembling type steel structure |
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| CN207160268U true CN207160268U (en) | 2018-03-30 |
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| CN201720747946.3U Active CN207160268U (en) | 2017-06-26 | 2017-06-26 | A kind of bending resistance shape attachment structure being used in assembling type steel structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107100279A (en) * | 2017-06-26 | 2017-08-29 | 江苏沪宁钢机股份有限公司 | One kind can prefabricated attachment structure for mortar leakage prevention in steel building |
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2017
- 2017-06-26 CN CN201720747946.3U patent/CN207160268U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107100279A (en) * | 2017-06-26 | 2017-08-29 | 江苏沪宁钢机股份有限公司 | One kind can prefabricated attachment structure for mortar leakage prevention in steel building |
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Legal Events
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder | ||
| CP02 | Change in the address of a patent holder |
Address after: 214200 Baijia village, Zhangzhu Town, Yixing City, Wuxi City, Jiangsu Province Patentee after: JIANGSU HUNING STEEL MECHANISM Co.,Ltd. Patentee after: JIANGSU HUNING ASSEMBLY CONSTRUCTION ENGINEERING Co.,Ltd. Address before: 214200 Baijia village, Zhangzhu Town, Yixing City, Wuxi City, Jiangsu Province Patentee before: JIANGSU HUNING STEEL MECHANISM Co.,Ltd. Patentee before: JIANGSU HUNING ASSEMBLY CONSTRUCTION ENGINEERING Co.,Ltd. |