CN103046555A - Bidirectional adjustable integration cruciform-joint joints for steel pipe bracing - Google Patents
Bidirectional adjustable integration cruciform-joint joints for steel pipe bracing Download PDFInfo
- Publication number
- CN103046555A CN103046555A CN201310016405XA CN201310016405A CN103046555A CN 103046555 A CN103046555 A CN 103046555A CN 201310016405X A CN201310016405X A CN 201310016405XA CN 201310016405 A CN201310016405 A CN 201310016405A CN 103046555 A CN103046555 A CN 103046555A
- Authority
- CN
- China
- Prior art keywords
- steel pipe
- cruciform
- joint
- pipe bracing
- cruciform joint
- 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.)
- Pending
Links
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention belongs to the technical field of foundation pit protect and relates to a bidirectional adjustable integration cruciform-joint joints for steel pipe bracing. The technical scheme is that the bidirectional adjustable integrating cruciform-joint joint used for steel pipe bracing uses the splicing connection of a cruciform joint and an adjusting segment to form an adjustable integration cruciform joint which is connected with a longitudinal steel pipe bracing and a transverse steel pipe bracing. The adjusting segment can be the splicing connection of two and more adjusting segments or one is enough. The invention provides the bidirectional adjustable integration cruciform-joint joints for steel pipe bracing. The bidirectional adjustable integration cruciform-joint joints for steel pipe bracing can be used for the adjustment of the horizontal spacing of the steel pipe bracing system.
Description
Technical field
The invention belongs to a kind of two-way constructing apparatus of regulating whole cross node for steel pipe support in the fixed buildings pattern foundation pit supporting structure field, can be widely used in adopting in the foundation pit supporting project of horizontal steel tube support system.
Background technology
Acceleration along with Urbanization in China and underground space development, the underground building area is also increasing, cutting depth is constantly deepened, the pattern foundation pit supporting structure mode is constantly brought forth new ideas, and the steel support just more and more is applied in the base pit engineering as a kind of easy construction, formation speed backing material fast, that remove conveniently and can not produce building waste.Steel pipe support in the large-scale excavation generally adopts the cross quadrature that support is arranged or Two bors d's oeuveres cross quadrature is arranged support, and supporting upright post vertically is set.Adopt the especially whole cruciform joint of Two bors d's oeuveres of conventional whole cruciform joint, when vertical support column off normal, horizontal steel tube can occur and support the situation of colliding with the vertical support column and can't construction steel support, bring certain difficulty of construction and potential safety hazard to engineering.
Summary of the invention
Technical problem to be solved by this invention has provided a kind ofly regulates whole cruciform joint node for steel pipe support two-way, can realize the adjusting of steel pipe support system level interval.
For solving the problems of the technologies described above, technical scheme is: a kind ofly regulate whole cruciform joint node for steel pipe support two-way, splicing by cruciform joint and the section of adjusting connects, formation can be regulated whole cruciform joint, describedly regulates whole cruciform joint and is connected with the steel pipe support of vertical and horizontal.Regulate section and can be mutually splicing more than two, also can be only one.
Based on technique scheme, the steel pipe support of vertical and horizontal is connected respectively with the two ends of described cruciform joint, and described adjusting section connects adjacent two described cruciform joints.
Among the present invention, increase to regulate section in the cruciform joint node, regulate between section and cruciform joint and is connected with bolt by flange, adjusting section is set to one or more length specifications, prefabrication is regulated the quantity of section or any adjustment that length realizes Two bors d's oeuveres steel pipe support spacing by adjustment.
Description of drawings
The invention will be further described below in conjunction with accompanying drawing and example and application construction method.
Fig. 1 is the two-way whole cruciform joint connection detail of regulating of the present invention.
Fig. 2 is cruciform joint connection detail of the present invention.
Fig. 3 is the present invention's section of adjusting connection detail.
The specific embodiment
The present invention is by cruciform joint and the splicing of regulating section, and formation can be regulated whole cruciform joint, can realize the whole cruciform joint node of regulating of steel pipe support.By reference to the accompanying drawings, specific descriptions are as follows:
As shown in Figure 1, the steel pipe support 1 of vertical and horizontal is connected respectively with the two ends of cruciform joint 2, regulates section 3 and connects adjacent two described cruciform joints 2.Regulate section 3 by arranging 2 of cruciform joints, can realize any adjustment of steel pipe support 1 spacing, steel pipe support 1 and cruciform joint 2 and cruciform joint 2 and adjusting sections 3 are connected with bolt 4 by flange.The quantity of regulating section among the figure is one section, also can be multistage and splices mutually, and only be a kind of signal among the figure, concrete quantity can be determined according to engineering requirements.Fig. 2 is the schematic diagram of cruciform joint 2; Fig. 3 is for regulating the schematic diagram of section.
More than scheme that practicality of the present invention is provided introduce in detail, for one of ordinary skill in the art, the thought according to the embodiment of the invention all will change in specific embodiments and applications.In sum, this description should not be construed as limitation of the present invention, and all any changes of making according to design philosophy of the present invention are all within protection scope of the present invention.
Claims (3)
1. be used for steel pipe support two-way regulated whole cruciform joint node, it is characterized in that: the splicing by cruciform joint (2) and the section of adjusting (3) connects, formation can be regulated whole cruciform joint, describedly regulates whole cruciform joint and is connected with the steel pipe support (1) of vertical and horizontal.
2. according to claim 1ly a kind ofly regulate whole cruciform joint node for steel pipe support two-way, it is characterized in that: described adjusting section (3) is more than two, mutually splicing.
3. according to claim 1ly a kind ofly regulate whole cruciform joint node for steel pipe support two-way, it is characterized in that: the described steel pipe support (1) of vertical and horizontal is connected respectively with the two ends of described cruciform joint (2), and described adjusting section (3) connects adjacent two described cruciform joints (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310016405XA CN103046555A (en) | 2013-01-17 | 2013-01-17 | Bidirectional adjustable integration cruciform-joint joints for steel pipe bracing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310016405XA CN103046555A (en) | 2013-01-17 | 2013-01-17 | Bidirectional adjustable integration cruciform-joint joints for steel pipe bracing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103046555A true CN103046555A (en) | 2013-04-17 |
Family
ID=48059393
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310016405XA Pending CN103046555A (en) | 2013-01-17 | 2013-01-17 | Bidirectional adjustable integration cruciform-joint joints for steel pipe bracing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103046555A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105297744A (en) * | 2015-11-16 | 2016-02-03 | 中国建筑第八工程局有限公司 | Large foundation pit assembling type structural steel supporting system |
| CN105672330A (en) * | 2016-03-18 | 2016-06-15 | 上海宏信设备工程有限公司 | Steel pipe intersection joint suitable for foundation pit support structure |
| CN106545195A (en) * | 2017-01-18 | 2017-03-29 | 华电重工股份有限公司 | A kind of steel structure cooling tower and its connecting node |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101153492A (en) * | 2006-09-27 | 2008-04-02 | 八路建设技术株式会社 | Horizontal frame construction and underground fending method using the same |
| KR20100113661A (en) * | 2009-04-14 | 2010-10-22 | 흥아건설(주) | Prestressed wale girder introducing prestress using stroke generator and camber steel plate installed between inclined supports supporting wale girder to be inclined, and prestress introducing method |
| CN202626998U (en) * | 2011-12-30 | 2012-12-26 | 北京工业大学 | Square steel tube lightweight concrete purlin for foundation pit protection |
| CN203066079U (en) * | 2013-01-17 | 2013-07-17 | 华东建筑设计研究院有限公司 | Two-way adjustable integrated cross joint node for steel pipe supporting |
-
2013
- 2013-01-17 CN CN201310016405XA patent/CN103046555A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101153492A (en) * | 2006-09-27 | 2008-04-02 | 八路建设技术株式会社 | Horizontal frame construction and underground fending method using the same |
| KR20100113661A (en) * | 2009-04-14 | 2010-10-22 | 흥아건설(주) | Prestressed wale girder introducing prestress using stroke generator and camber steel plate installed between inclined supports supporting wale girder to be inclined, and prestress introducing method |
| CN202626998U (en) * | 2011-12-30 | 2012-12-26 | 北京工业大学 | Square steel tube lightweight concrete purlin for foundation pit protection |
| CN203066079U (en) * | 2013-01-17 | 2013-07-17 | 华东建筑设计研究院有限公司 | Two-way adjustable integrated cross joint node for steel pipe supporting |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105297744A (en) * | 2015-11-16 | 2016-02-03 | 中国建筑第八工程局有限公司 | Large foundation pit assembling type structural steel supporting system |
| CN105297744B (en) * | 2015-11-16 | 2017-04-05 | 中国建筑第八工程局有限公司 | A kind of large deep foundation pit assembled type steel support system |
| CN105672330A (en) * | 2016-03-18 | 2016-06-15 | 上海宏信设备工程有限公司 | Steel pipe intersection joint suitable for foundation pit support structure |
| CN106545195A (en) * | 2017-01-18 | 2017-03-29 | 华电重工股份有限公司 | A kind of steel structure cooling tower and its connecting node |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205296873U (en) | Real -time correction lattice column hang down straightness's device and lattice column installation mechanism | |
| CN201599040U (en) | Prefabricated segments for shield tunneling | |
| CN105972313B (en) | One kind is across base pit engineering conduit wiring suspension method and overhung construction | |
| CN106193117B (en) | A kind of assembling and construction method of the prefabricated pipe gallery in underground | |
| CN205806684U (en) | A kind of across base pit engineering conduit wiring suspension structure | |
| CN102852159A (en) | Construction method of retaining wall | |
| CN103046555A (en) | Bidirectional adjustable integration cruciform-joint joints for steel pipe bracing | |
| CN203716046U (en) | Steel trestle for earthwork transportation of foundation pit | |
| CN203741996U (en) | Beam column node for foundation pit project adopting top-down excavation method | |
| CN206681019U (en) | A kind of smooth Corrugated Arch Steel Sheet stake pattern foundation pit supporting structure | |
| CN203066079U (en) | Two-way adjustable integrated cross joint node for steel pipe supporting | |
| CN106241234B (en) | A kind of self-propelled transport assembly car for prefabricated pipe gallery | |
| CN205369043U (en) | Long span steel case back pushes away construction and uses interim bearing structure | |
| CN202090352U (en) | Deep foundation pit bracing system with steel pipe piles-self-drilling type pre-stress anchor rods | |
| CN208039269U (en) | A kind of three-layer pipe corridor section foundation pit supporting construction | |
| CN201671638U (en) | Karst tunnel equipped with water stop strip | |
| CN203797264U (en) | Counterweight base for mounting outdoor device of communication engineering | |
| CN104088297B (en) | A kind of bellows installing rack for culvert construction and application thereof | |
| CN103243720A (en) | Soft foundation ultra-deep foundation pit supporting method | |
| CN206015838U (en) | One kind passes through river course inverted-siphon tubing | |
| CN207213404U (en) | A kind of Underground Steel pipe gallery of ring flange connection | |
| CN201883422U (en) | Fabricated steel guide wall for underground continuous wall | |
| CN203174517U (en) | Temporary pedestrian foot-bridge protecting device in cable tunnel shield construction | |
| CN205205885U (en) | Steel stand verticality deviation processing unit | |
| CN202017494U (en) | Large-diameter jacking pipe structure for power tunnel engineering |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20130417 |