CN201460176U - Assembled filler steel pipe bracket structural system - Google Patents
Assembled filler steel pipe bracket structural system Download PDFInfo
- Publication number
- CN201460176U CN201460176U CN2009201283515U CN200920128351U CN201460176U CN 201460176 U CN201460176 U CN 201460176U CN 2009201283515 U CN2009201283515 U CN 2009201283515U CN 200920128351 U CN200920128351 U CN 200920128351U CN 201460176 U CN201460176 U CN 201460176U
- Authority
- CN
- China
- Prior art keywords
- steel pipe
- sections
- structural system
- post sections
- pipe post
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses an assembled filler steel pipe bracket structural system which comprises hollow steel pipe upright post sections and transverse connecting sections, wherein the steel pipe upright post sections are respectively fixedly and detachably connected in the vertical direction and the horizontal direction to form a bracket structure; adjacent steel pipe upright post sections in the vertical direction are communicated and tightly filled with sand and stone materials; the upper parts of the sand and stone materials and the inner walls of the steel pipe vertical post sections can be matched and provided with pressure-bearing heads in an axial slide mode, and the upper ends of the pressure-bearing heads extend out of the upper end parts of the upper most steel pipe upright posts; and adjacent steel pipe upright posts in the horizontal direction are detachably and fixedly connected through the transverse connecting sections. The assembled filler steel pipe bracket structural system can sufficiently develop the pressure resistant capacity of the sand and stone materials in the steel pipe upright posts and enhance the local stability of the steel pipe upright posts and the overall stability of the bracket. The parts of the assembled filler steel pipe bracket structural system are all standard parts and can be directly connected when in use. The assembled filler steel pipe bracket structural system has convenient disassembly, reliable performance, small occupation area, small steel amount and obvious technical economic benefit and social benefit.
Description
Technical field
The utility model relates to the realm of building construction, particularly a kind of assembled packing steel pipe support structural system.
Background technology
Large foundation facility or architecture construction usually need be set up interim construction bracket, in the prior art, usually use common minor-diameter steel-tube to set up interim construction bracket, its advantage is light, install, dismounting is simple and easy, the situation little to support height, that the supporting load is less, the operating period is short has advantage.Otherwise when big or supporting load was big when support height, with the interim construction bracket that common minor-diameter steel-tube is set up, supporting capacity was low, the steel pipe consumption greatly, the disassemble and assemble work amount is big, floor space is big; Aspect mechanical property, the support node is many, is difficult to match with theoretical calculation model, the stability of system and bearing capacity are difficult to be held, in actual use, often have towering, stride the catastrophic failure that support collapses greatly and take place, caused heavy losses for the country and people's lives and properties; In use, the traffic capacity is little, be in particular in: the usable floor area under the support and the usefull space can significantly reduce, cause the traffic capacity under the support to reduce greatly, cause current difficulties such as support servant, car, ship, influence the flood carrying capacity in river course, flood is carried the next easier bump support of foreign material secretly simultaneously, influences support safety.
The purpose of this utility model is to provide that a kind of technology is simple, construction fast, dependable performance, Stability Analysis of Structures, have the steel pipe support structural system of obvious technical economic benefit and social benefit.
The utility model content
In view of this, the purpose of this utility model provides a kind of assembled packing steel pipe support structural system, technology is simple, construction fast, dependable performance, Stability Analysis of Structures, have the steel pipe support structural system of obvious technical economic benefit and social benefit.
Assembled packing steel pipe support structural system of the present utility model, comprise the steel pipe post sections of hollow-core construction and laterally be connected sections, vertically be fixedly connected to form the vertical and horizontal association structure respectively removably between the described steel pipe post sections with horizontal direction, communicate between the vertical direction adjacent steel tube column sections and closely knit heap sand building stones, sandstone material top and steel pipe post sections inwall are equipped with pressure bearing head in the mode that can slide vertically, and topmost steel pipe post sections upper end is stretched out in described pressure bearing head upper end; Fixedly connected removably between the horizontal direction adjacent steel tube column sections by laterally connecting between the sections.
Further, described steel pipe post sections top is provided with the connector of being made up of standpipe and transverse tube, described transverse tube is two and vertically is provided with in the horizontal direction, axially communicate between standpipe and the steel pipe post sections and fixedly connected removably, closely knit heap sand building stones in the described standpipe, described steel pipe post sections by transverse tube with horizontal to be connected sections fixedly connected removably;
Further, described standpipe two ends and transverse tube two ends all are provided with flange, between described standpipe and the steel pipe post sections, transverse tube connects by bolt by flange with laterally being connected between the sections;
Further, described pressure bearing head is the T shape structure that male structure is set down;
Further, described foot steel pipe post sections bottom is provided with base;
Further, described steel pipe post is the graded sand building stones through vibrating for the sandstone material.
The beneficial effects of the utility model: assembled packing steel pipe support structural system of the present utility model, employing is installation code large diameter steel pipe column sections on the basis, by standard anyhow connecting piece connect the steel pipe post sections and make it reach Desired Height, utilize lateral ties steel pipe sections to pass through standard connecting piece connection formation space frame anyhow, the sandstone material of closely knit filling in the steel pipe post sections, and at steel pipe post sections top installation pressure bearing head, can give full play to the anti-pressure ability of sandstone material in the steel pipe post sections, sandstone filler in the steel pipe hoop tension confinement tube, make the sandstone filler have strong bearing capacity, strengthen the local stability of steel pipe post sections itself and the resistance to overturning of support simultaneously, each parts is standard component, directly connect adjacent steel tube column sections and lateral ties structure during use, mounting or dismounting are convenient, quick construction, dependable performance, floor space is little, rolled steel dosage is little, has obvious technical economic benefit and social benefit.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further described.
Fig. 1 is the utility model structural representation;
Fig. 2 is a steel pipe post sections structural representation.
The specific embodiment
Fig. 1 is the utility model structural representation, Fig. 2 is a steel pipe post sections structural representation, as shown in the figure: the assembled packing steel pipe support structural system of present embodiment, comprise the steel pipe post sections 1 of hollow-core construction and laterally be connected sections 6, vertically be fixedly connected to form the vertical and horizontal association structure respectively removably between the described steel pipe post sections 1 with horizontal direction, communicate between the vertical direction adjacent steel tube column sections 1 and closely knit heap sand building stones 1a, sandstone material 1a top and topmost steel pipe post sections inwall are equipped with pressure bearing head 4 in the mode that can slide vertically, and topmost steel pipe post sections upper end is stretched out in described pressure bearing head 4 upper ends; Fixedly connected removably between the horizontal direction adjacent steel tube column sections 1 by laterally connecting between the sections 6.
In the present embodiment, described steel pipe post sections top is provided with the connector of being made up of standpipe 2 and transverse tube 3, described transverse tube 3 is two and vertically is provided with in the horizontal direction, axially communicate between standpipe 2 and the steel pipe post sections 1 and fixedly connected removably, closely knit heap sand building stones in the described standpipe 2, described steel pipe post sections 1 by transverse tube 3 with horizontal be connected between the sections 6 fixedly connected removably; Present embodiment can laterally and vertically be assembled steel pipe post sections 1 easily, is applicable to the construction occasion of different demands, and is easy to use; As shown in the figure, the assembling back forms three-dimensional braced structures, Stability Analysis of Structures, easy accessibility.
In the present embodiment, described standpipe 2 two ends and transverse tube 3 two ends all are provided with flange, between described standpipe 2 and the steel pipe post sections 1, transverse tube 3 with laterally be connected sections 6 and connect by bolt by flange, can pass through flange, the horizontal and vertical connection of bolt in the use.
In the present embodiment, described pressure bearing head 4 can be realized preferably axially and radial location for the T shape structure pressure bearing head of male structure is set down, guarantee the effect of stable support.
In the present embodiment, described steel pipe post sections 1 lower end closed, foot steel pipe post sections bottom is provided with base 5, is beneficial to keep the good compression capability of steel pipe post sections; Present embodiment adopts on the base sleeve pipe is set, and the steel pipe post sections is positioned at the structure of sleeve pipe, directly places on the basis, and is easy to use.
In the present embodiment, described sandstone material is the graded sand building stones through vibrating, and reaches the optimum Match of pressure-bearing and weight, saves use cost.
Explanation is at last, above embodiment is only unrestricted in order to the explanation the technical solution of the utility model, although the utility model is had been described in detail with reference to preferred embodiment, those of ordinary skill in the art is to be understood that, can make amendment or be equal to replacement the technical solution of the utility model, and do not break away from the aim and the scope of technical solutions of the utility model, it all should be encompassed in the middle of the claim scope of the present utility model.
Claims (7)
1. assembled packing steel pipe support structural system, it is characterized in that: comprise the steel pipe post sections of hollow-core construction and laterally be connected sections, vertically be fixedly connected to form the vertical and horizontal association structure respectively removably between the described steel pipe post sections with horizontal direction, communicate between the vertical direction adjacent steel tube column sections and closely knit heap sand building stones, sandstone material top and steel pipe post sections inwall are equipped with pressure bearing head in the mode that can slide vertically, and topmost steel pipe post sections upper end is stretched out in described pressure bearing head upper end; Fixedly connected removably between the horizontal direction adjacent steel tube column sections by laterally connecting between the sections.
2. assembled packing steel pipe support structural system according to claim 1, it is characterized in that: described steel pipe post sections top is provided with the connector of being made up of standpipe and transverse tube, described transverse tube is two and vertically is provided with in the horizontal direction, axially communicate between standpipe and the steel pipe post sections and fixedly connected removably, closely knit heap sand building stones in the described standpipe, described steel pipe post sections by transverse tube with horizontal to be connected sections fixedly connected removably.
3. assembled packing steel pipe support structural system according to claim 2, it is characterized in that: described standpipe two ends and transverse tube two ends all are provided with flange, between described standpipe and the steel pipe post sections, transverse tube connects by bolt by flange with laterally being connected between the sections.
4. assembled packing steel pipe support structural system according to claim 3 is characterized in that: described pressure bearing head is the T shape structure pressure bearing head that male structure is set down.
5. assembled packing steel pipe support structural system according to claim 4 is characterized in that: described steel pipe post sections lower end closed.
6. assembled packing steel pipe support structural system according to claim 5 is characterized in that: described foot steel pipe post sections bottom is provided with base.
7. assembled packing steel pipe support structural system according to claim 6 is characterized in that: described sandstone material is the graded sand building stones through vibrating.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201283515U CN201460176U (en) | 2009-08-05 | 2009-08-05 | Assembled filler steel pipe bracket structural system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201283515U CN201460176U (en) | 2009-08-05 | 2009-08-05 | Assembled filler steel pipe bracket structural system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201460176U true CN201460176U (en) | 2010-05-12 |
Family
ID=42387529
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009201283515U Expired - Fee Related CN201460176U (en) | 2009-08-05 | 2009-08-05 | Assembled filler steel pipe bracket structural system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201460176U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102561590A (en) * | 2012-02-02 | 2012-07-11 | 罗大威 | Construction steel pipe beam or column with loose sand filled in pipe hole |
-
2009
- 2009-08-05 CN CN2009201283515U patent/CN201460176U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102561590A (en) * | 2012-02-02 | 2012-07-11 | 罗大威 | Construction steel pipe beam or column with loose sand filled in pipe hole |
| CN102561590B (en) * | 2012-02-02 | 2014-09-03 | 罗大威 | Construction steel pipe beam or column with loose sand filled in pipe hole |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203795942U (en) | Tower reinforcing support structure | |
| CN203007966U (en) | Ground foundation column and ground foundation frame of wooden house | |
| CN201460176U (en) | Assembled filler steel pipe bracket structural system | |
| CN202644385U (en) | Aluminum alloy pipe restriction reinforced concrete bridge pier post | |
| CN100434601C (en) | Combined shear wall | |
| CN101294368A (en) | Novel steel tube longeron combination grinder bridge | |
| CN210712526U (en) | Straddle type single-rail steel pipe concrete double-line pier | |
| CN202152555U (en) | Double-barreled chimney with section-type hung steel inner cylinder | |
| CN101514556B (en) | Prefabricated tower crane foundation and a dedicated hydraulic installation piling machine thereof | |
| CN205205847U (en) | Frame construction of stake cushion cap | |
| CN206428986U (en) | A kind of detachable turnover type support jig | |
| CN102134856B (en) | Tower crane foundation | |
| CN211524174U (en) | Novel basement antidetonation reinforcing building structure | |
| CN205677089U (en) | There is coupled column and the base node structure of horizontal anti-seismic performance | |
| CN211948014U (en) | Existing reinforcing apparatus that single-column pier overpass prevented toppling | |
| CN201071515Y (en) | Combined type inclined drawing column umbrella counterforce device | |
| CN201826816U (en) | Integral machine frame upright post for oil pumping unit | |
| CN204212261U (en) | Post and curved beam horizontal flexibility connection space structural system | |
| CN208604470U (en) | A kind of half-through arch bridge | |
| CN204059947U (en) | A kind of self-stabilization type outer wall formwork of basement support system | |
| CN203514902U (en) | Cylindrical water tank structure | |
| CN106088635A (en) | Artifact upright stone tablet building building is in the protection device of Under-cross tunnel blast working vibration | |
| CN108316514B (en) | Self-resetting prefabricated concrete swinging wall and assembling method thereof | |
| CN201771109U (en) | Casing supporting column | |
| CN205134736U (en) | Steel pipe concrete transition rod spare |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100512 Termination date: 20130805 |