CN209353363U - Steel concrete compound tube and foundation connection joint structure - Google Patents
Steel concrete compound tube and foundation connection joint structure Download PDFInfo
- Publication number
- CN209353363U CN209353363U CN201821831056.1U CN201821831056U CN209353363U CN 209353363 U CN209353363 U CN 209353363U CN 201821831056 U CN201821831056 U CN 201821831056U CN 209353363 U CN209353363 U CN 209353363U
- Authority
- CN
- China
- Prior art keywords
- steel
- cast
- compound tube
- steel pipe
- concrete
- 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
- Joining Of Building Structures In Genera (AREA)
Abstract
Steel concrete compound tube and foundation connection joint structure, the basis are cast-in-situ steel reinforced concrete basis, and cast-in-situ steel reinforced concrete basis top is provided with horizontal steel plate, and horizontal steel plate lower surface is welded with the embedded ribs for being embedded in cast-in-situ steel reinforced concrete basic internal；Steel concrete compound tube includes being poured in steel pipe steel concrete compound tube, anchor bar, tension rib, stirrup being poured the inner concrete that condensation is integrated by being in the steel pipe of rectangular cylindrical structure after two-sided ribbed steel bending.The utility model is greatly improved the bonding strength between steel concrete compound tube and basis, and wind resistance, anti-seismic performance are strong, cast-in-place to combine with prefabricated, and convenient for construction, construction efficiency is high, and construction quality can be guaranteed.
Description
Technical field
The utility model belongs to assembled architecture technical field of construction, and in particular to a kind of steel concrete compound tube is connect with basis
Node structure.
Background technique
The steel concrete compound tube of assembled architecture is transported to construction site after factory makes and is assembled, one layer of bottommost
Connecting joint structure between steel concrete compound tube and basis is the most key, this is related to the stability of assembled architecture entirety.It is existing
There is the foot joint of assembled architecture mainly grout sleeve to be used to connect.Under earlier than typhoon, earthquake load, seam crossing is indulged muscle and is held
It is easily broken because of deforming excessive, the structure of assembled architecture is caused to be destroyed.Grout sleeve is generally used to each sleeve simultaneously
Grouting one by one, seam crossing node construction efficiency is lower.
Utility model content
The utility model provides that a kind of stress equalization, stability is strong, wind resistance to solve shortcoming in the prior art
The strong steel concrete compound tube of shock resistance and foundation connection joint structure.
In order to solve the above technical problems, the utility model adopts the following technical solution: steel concrete compound tube connect section with basis
Point structure, the basis are cast-in-situ steel reinforced concrete basis, and cast-in-situ steel reinforced concrete basis top is provided with horizontal steel plate, water
Plain plate lower surface is welded with the embedded ribs for being embedded in cast-in-situ steel reinforced concrete basic internal；
Steel concrete compound tube includes by being in the steel pipe of rectangular cylindrical structure after two-sided ribbed steel bending, and steel pipe periphery has poured
Outer concrete layer, several tension ribs are provided in steel pipe in the width direction, and cast-in-situ steel reinforced concrete is embedded with upwards in basis
Several anchor bars of steel duct are extend into, every anchor bar is vertically arranged, and anchor bar is in neighbouring steel pipe inner wall
It is evenly arranged, the line of all anchor bars forms rectangular configuration, and the outside of anchor bar is provided with several layers and connects all anchors
Gu the stirrup of reinforcing bar pours in steel pipe and pours steel concrete compound tube, anchor bar, tension rib, stirrup in condensation is integrated
Concrete.
It is welded as a whole between steel pipe lower end periphery and horizontal steel plate upper surface.
Steel pipe lower end periphery is fixedly installed rectangle ring flat-plate, and rectangle ring flat-plate lower surface is flushed with steel pipe lower end, cast in place reinforced bar
External surrounding inside concrete foundation in steel pipe is embedded with stud protruding upward, several installations are offered on rectangle ring flat-plate
Hole, stud are upward through mounting hole, be threaded on stud compress rectangle ring flat-plate fastening nut, rectangle ring flat-plate, stud and
Nut is cast in outer concrete layer.
By adopting the above technical scheme, the outer concrete layer of the steel concrete compound tube in the utility model can be poured in factory,
It can also pour at the scene, inner concrete must pour at the scene.Anchor bar and inner concrete by steel concrete compound tube with it is cast-in-place
Reinforced concrete foundation is securely connected as one, and steel pipe is further made to be welded as a whole or pass through pre-buried with horizontal steel plate
Stud and fastening nut by steel concrete compound tube position.Stirrup plays the role of all anchor bars of connection.
In conclusion the utility model is greatly improved the bonding strength between steel concrete compound tube and basis, wind resistance, antidetonation
Performance is strong, cast-in-place to combine with prefabricated, and convenient for construction, construction efficiency is high, and construction quality can be guaranteed.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model embodiment one；
Fig. 2 is the top view of Fig. 1；
Fig. 3 is the structural schematic diagram of the utility model embodiment two.
Specific embodiment
Embodiment one: as depicted in figs. 1 and 2, the steel concrete compound tube and foundation connection joint structure of the utility model are described
Basis be cast-in-situ steel reinforced concrete basis 1, cast-in-situ steel reinforced concrete basis 1 top be provided with horizontal steel plate 2, horizontal steel plate 2
Lower surface is welded with the embedded ribs 3 being embedded in inside cast-in-situ steel reinforced concrete basis 1；Embedded ribs 3 play horizontal steel plate 2 is horizontal
The effect of positioning.
Steel concrete compound tube includes by being in the steel pipe 4 of rectangular cylindrical structure after two-sided ribbed steel bending, and 4 periphery of steel pipe pours
There is outer concrete layer 10, is provided with several tension rib (not shown)s, cast-in-situ steel reinforced concrete in steel pipe 4 in the width direction
Several anchor bars 5 extended upwardly into inside steel pipe 4 are embedded in basis 1, every anchor bar 5 is vertically arranged, anchor
Gu reinforcing bar 5 is evenly arranged in neighbouring 4 inner wall of steel pipe, the line formation rectangular configuration of all anchor bars 5, outside anchor bar 5
Portion is provided with the stirrup 6 that several layers connect all anchor bars 5, has been poured in steel pipe 4 by steel concrete compound tube, anchor bar 5, has been drawn
Knot muscle, stirrup 6 pour the inner concrete (not shown) that condensation is integrated.
4 lower end periphery of steel pipe and horizontal steel plate are welded as a whole between 2 upper surface.
Embodiment two: as shown in figure 3, the embodiment and embodiment one the difference is that, 4 lower end periphery of steel pipe is fixed
It is provided with rectangle ring flat-plate 7,7 lower surface of rectangle ring flat-plate is flushed with 4 lower end of steel pipe, in steel pipe 4 inside cast-in-situ steel reinforced concrete basis 1
External surrounding be embedded with stud 8 protruding upward, several mounting holes are offered on rectangle ring flat-plate 7, stud 8 is upward through peace
Hole is filled, the fastening nut 9 for compressing rectangle ring flat-plate 7 is threaded on stud 8, rectangle ring flat-plate 7, stud 8 and nut are cast in
In outer concrete layer 10.
Embodiment three: the embodiment is the combination of embodiment one and two.That is table on 4 lower end periphery of steel pipe and horizontal steel plate 2
It welds between face, and is fastenedly connected rectangle ring flat-plate 7 and horizontal steel plate 2 by stud 8 and fastening nut 9.
The present embodiment not makes any form of restriction the shape of the utility model, material, structure etc., all foundations
The technical essence of the utility model any simple modification, equivalent change and modification to the above embodiments, belong to this reality
With the protection scope of new technique scheme.
Claims (3)
1. steel concrete compound tube and foundation connection joint structure, the basis is cast-in-situ steel reinforced concrete basis, it is characterised in that:
Cast-in-situ steel reinforced concrete basis top is provided with horizontal steel plate, and horizontal steel plate lower surface, which is welded with, is embedded in cast-in-situ steel reinforced concrete
The embedded ribs of basic internal；
Steel concrete compound tube includes by being in the steel pipe of rectangular cylindrical structure after two-sided ribbed steel bending, and steel pipe periphery has poured outer mixed
Soil layer is coagulated, several tension ribs is provided in steel pipe in the width direction, is embedded with and extends upwardly into cast-in-situ steel reinforced concrete basis
To several anchor bars of steel duct, every anchor bar is vertically arranged, and anchor bar is uniform in neighbouring steel pipe inner wall
Arrangement, the line of all anchor bars form rectangular configuration, and the outside of anchor bar is provided with several layers and connects all anchoring steel
The stirrup of muscle pours in steel pipe steel concrete compound tube, anchor bar, tension rib, stirrup pouring the interior coagulation that condensation is integrated
Soil.
2. steel concrete compound tube according to claim 1 and foundation connection joint structure, it is characterised in that: steel pipe lower end periphery
It is welded as a whole between horizontal steel plate upper surface.
3. steel concrete compound tube according to claim 1 and foundation connection joint structure, it is characterised in that: steel pipe lower end periphery
It is fixedly installed rectangle ring flat-plate, rectangle ring flat-plate lower surface is flushed with steel pipe lower end, and cast-in-situ steel reinforced concrete basic internal is in steel pipe
External surrounding be embedded with stud protruding upward, several mounting holes are offered on rectangle ring flat-plate, stud is upward through installation
Hole is threaded with the fastening nut for compressing rectangle ring flat-plate on stud, and rectangle ring flat-plate, stud and nut are cast in outer concrete
In layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821831056.1U CN209353363U (en) | 2018-11-08 | 2018-11-08 | Steel concrete compound tube and foundation connection joint structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821831056.1U CN209353363U (en) | 2018-11-08 | 2018-11-08 | Steel concrete compound tube and foundation connection joint structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209353363U true CN209353363U (en) | 2019-09-06 |
Family
ID=67783225
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821831056.1U Active CN209353363U (en) | 2018-11-08 | 2018-11-08 | Steel concrete compound tube and foundation connection joint structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209353363U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110939220A (en) * | 2019-12-24 | 2020-03-31 | 杭萧钢构（河北）建设有限公司 | Connection node between steel tube bundle wall and foundation and its construction method |
| CN111155544A (en) * | 2018-11-08 | 2020-05-15 | 河南绿建建筑科技有限公司 | Connecting node structure of steel concrete combined pipe and foundation |
| CN112412169A (en) * | 2020-11-17 | 2021-02-26 | 中建四局第一建筑工程有限公司 | Construction method and construction structure of high-turnover assembled fence in strong wind zone |
| US11293183B2 (en) * | 2017-06-02 | 2022-04-05 | China State Construction Engineering Corporation Limited | Precast column base joint and construction method therefor |
-
2018
- 2018-11-08 CN CN201821831056.1U patent/CN209353363U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US11293183B2 (en) * | 2017-06-02 | 2022-04-05 | China State Construction Engineering Corporation Limited | Precast column base joint and construction method therefor |
| CN111155544A (en) * | 2018-11-08 | 2020-05-15 | 河南绿建建筑科技有限公司 | Connecting node structure of steel concrete combined pipe and foundation |
| CN110939220A (en) * | 2019-12-24 | 2020-03-31 | 杭萧钢构（河北）建设有限公司 | Connection node between steel tube bundle wall and foundation and its construction method |
| CN112412169A (en) * | 2020-11-17 | 2021-02-26 | 中建四局第一建筑工程有限公司 | Construction method and construction structure of high-turnover assembled fence in strong wind zone |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209353363U (en) | Steel concrete compound tube and foundation connection joint structure | |
| CN106869316B (en) | Combined frame system and construction method of beam-column flange made of concrete-filled steel tubes | |
| CN110512647B (en) | Structural design and construction method of a partially assembled subway station | |
| CN107299641A (en) | A kind of assembled heel join node and its construction method | |
| CN104594372B (en) | A kind of blower fan pile pier basis and construction method thereof | |
| CN206941608U (en) | A kind of diaphram wall foundation pit supporting construction | |
| CN206503150U (en) | A kind of basalt composite reinforcing material anchor lattice beam retaining structure | |
| CN108442522A (en) | A kind of embedded steel-pipe assembly concrete connecting structure of girder steel and construction method | |
| KR101507924B1 (en) | Structure and method of constructing concrete footing structure of top structure | |
| CN207176718U (en) | A kind of assembled heel join node | |
| CN208563573U (en) | A steel beam embedded assembling concrete-filled steel tubular connection structure | |
| CN208502394U (en) | A kind of antidetonation connection structure of steel construction pipe fitting and fabricated base | |
| CN206233272U (en) | A kind of anti-floating of underground building structure | |
| CN111155544A (en) | Connecting node structure of steel concrete combined pipe and foundation | |
| CN208633272U (en) | A prefabricated steel tubular concrete ring beam connection structure | |
| CN210086029U (en) | Weather-resistant steel pipe concrete cover beam | |
| CN107060073A (en) | A kind of post stretching partial prestressing PC shear wall slab attachment structures | |
| CN216787187U (en) | Anti-pulling foundation structure combining plate cable and anchor rod | |
| CN108643681B (en) | Anti-seismic connection structure of steel structure pipe fitting and prefabricated base | |
| CN206457838U (en) | A kind of assembling type base for power transmission tower | |
| CN203603525U (en) | Reinforcing structure with clamp plate girder and clamp plate column externally arranged for stone structure | |
| CN111335272A (en) | Ground anchor beam string beam type debris flow grid dam and construction method thereof | |
| CN208363421U (en) | Assembly concrete-filled steel tube column-isolated footing-concrete collar tie beam cross connecting node | |
| CN109930593A (en) | A kind of Structural Engineering stake and construction method and its application in middle hard place matter soil layer | |
| CN206873663U (en) | The low damage slab-wall structure of full prefabricated PC |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |