CN205502025U - Stagnant water stake is gone along with sb. to guard him to foundation ditch and shaped steel encloses connection structure between purlin - Google Patents
Stagnant water stake is gone along with sb. to guard him to foundation ditch and shaped steel encloses connection structure between purlin Download PDFInfo
- Publication number
- CN205502025U CN205502025U CN201620280124.4U CN201620280124U CN205502025U CN 205502025 U CN205502025 U CN 205502025U CN 201620280124 U CN201620280124 U CN 201620280124U CN 205502025 U CN205502025 U CN 205502025U
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- China
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- purlin
- connecting plate
- shaped steel
- water
- seal pile
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Abstract
The utility model discloses a stagnant water stake is gone along with sb. To guard him to foundation ditch and shaped steel encloses connection structure between purlin aims at providing a structural strength height, stability is good, and the active earth pressure's in the foundation ditch outside stagnant water stake is gone along with sb. To guard him to foundation ditch and shaped steel encloses connection structure between purlin is come from to can be reliable bear. It is gone along with sb. To guard him stagnant water stake and shaped steel at the foundation ditch and encloses stagnant water stake connecting plate between the purlin, passes the power piece and enclose the purlin connecting plate including setting gradually, enclose the purlin connecting plate and enclose the purlin with shaped steel and be connected, be equipped with a plurality of bolt manner stocks that are used for installing stagnant water stake connecting plate on stagnant water stake side is gone along with sb. To guard him to the foundation ditch that shaped steel encloses the purlin, stagnant water stake connecting plate is installed on the bolt manner stock, stagnant water stake connecting plate and foundation ditch are gone along with sb. To guard him and are equipped with the casting glue crack layer that disappears between the stagnant water stake, the one end of the power that passes with enclose the welding of purlin connecting plate and link to each other, the other end links to each other with the welding of stagnant water stake connecting plate.
Description
Technical field
This utility model relates to a kind of foundation pit enclosure structure, is specifically related to a kind of foundation pit enclosure water-seal pile and attachment structure that shaped steel encloses between purlin.
Background technology
Building or structures, when carrying out basement construction, need to carry out going along with sb. to guard him of foundation ditch.Foundation pit enclosure, when using shaped steel inner support, needs to arrange inside foundation pit enclosure water-seal pile to enclose purlin, in order to connect shaped steel inner support, be delivered to enclose on purlin by the support drag of shaped steel inner support simultaneously.Foundation pit enclosure water-seal pile is typically to be made up of triaxial cement mixing pile (engineering method stake), deposited reinforced concrete pile or diaphram wall etc..Enclosing purlin is the inner side being erected at foundation pit enclosure water-seal pile, and becomes an annular enclosed structure with foundation pit side-wall in level.Enclosing purlin can be armored concrete, it is also possible to be that shaped steel encloses purlin.
Current shaped steel encloses purlin and is typically employed in the inner side of foundation pit enclosure water-seal pile and arranges bracing frame, then builds shaped steel on bracing frame and encloses the mode of purlin and shaped steel encloses purlin be erected at the inner side of foundation pit enclosure water-seal pile.Owing to the medial surface planarization of foundation pit enclosure water-seal pile is the best, shaped steel is made to enclose the stress surface skewness between purlin and foundation pit enclosure water-seal pile, easily cause shaped steel and enclose purlin and the local deformation of foundation pit enclosure water-seal pile, it is difficult to effectively bear the active earth pressure from outside foundation ditch, causes foundation ditch displacement to increase.
Utility model content
The purpose of this utility model is to overcome the deficiencies in the prior art, it is provided that a kind of structural strength is high, good stability, it is possible to bear the attachment structure that foundation pit enclosure water-seal pile and shaped steel from the active earth pressure outside foundation ditch enclose between purlin reliably.
The technical solution of the utility model is:
A kind of foundation pit enclosure water-seal pile and shaped steel enclose the attachment structure between purlin, including the water-seal pile connecting plate being successively set on foundation pit enclosure water-seal pile and shaped steel encloses between purlin, force transmission element and enclose purlin connecting plate, the described purlin connecting plate that encloses encloses purlin with shaped steel and is connected, the foundation pit enclosure water-seal pile side enclosing purlin towards shaped steel is provided with some bolt type anchor poles for installing water-seal pile connecting plate, described water-seal pile connecting plate is arranged on bolt type anchor pole, it is provided with casting glue between described water-seal pile connecting plate and foundation pit enclosure water-seal pile to disappear gap layer, one end of described force transmission element is weldingly connected with enclosing purlin connecting plate, the other end is weldingly connected with water-seal pile connecting plate.
The foundation pit enclosure water-seal pile of this programme and shaped steel enclose the structural strength height of the attachment structure between purlin, good stability, it is possible to bear reliably from the active earth pressure outside foundation ditch.
On the other hand, the casting glue gap layer that disappears can eliminate the medial surface out-of-flatness because of foundation pit enclosure water-seal pile, and cause existing between water-seal pile connecting plate and foundation pit enclosure water-seal pile gap, so after foundation ditch down excavates, will not be because of there is gap leakiness between water-seal pile connecting plate and foundation pit enclosure, and cause foundation ditch displacement to increase, thus improve foundation pit enclosure further and bear the ability from the active earth pressure outside foundation ditch.
As preferably, enclose purlin connecting plate and enclose purlin by bolt with shaped steel and be connected.This programme structure makes shaped steel enclose the disassembly & recycling of purlin conveniently, and beneficially shaped steel encloses the recycling of purlin.
As preferably, water-seal pile connecting plate is provided with connection through hole, and described bolt type anchor pole is provided with anchor nut, and bolt type anchor pole passes described connection through hole, and water-seal pile connecting plate is between anchor nut and foundation pit enclosure water-seal pile.
As preferably, the cross section of force transmission element is in T shape.The structural strength of the force transmission element of this programme structure is high, it is possible to reliably transmission is from the active earth pressure outside foundation ditch.
As preferably, force transmission element is by being horizontally disposed with lower power transmission flat board and being positioned at the upper force transmitting board above lower power transmission flat board and constitute, and upper force transmitting board is perpendicular with lower power transmission flat board, upper force transmitting board and water-seal pile connecting plate and to enclose purlin connecting plate perpendicular.In this programme structure, lower power transmission flatbed horizontal is arranged, and lower power transmission flat board is positioned at the lower section of force transmitting board, so can not affect force transmission element and water-seal pile connecting plate and enclose the welding operation between purlin connecting plate while ensureing the structural strength height of force transmission element.
The beneficial effects of the utility model are: have structural strength height, good stability, it is possible to bear the feature from the active earth pressure outside foundation ditch reliably.
Accompanying drawing explanation
Fig. 1 is a kind of structural representation that foundation pit enclosure water-seal pile of the present utility model and shaped steel enclose the attachment structure between purlin.
In figure: shaped steel encloses purlin 1, foundation pit enclosure water-seal pile 2, enclosing purlin connecting plate 3, force transmission element 4, lower power transmission flat board 41, upper force transmitting board 42, water-seal pile connecting plate 5, casting glue disappears gap layer 6, bolt type anchor pole 7.
Detailed description of the invention
With detailed description of the invention, this utility model is described in further detail below in conjunction with the accompanying drawings:
As it is shown in figure 1, a kind of foundation pit enclosure water-seal pile and shaped steel enclose the attachment structure between purlin includes being successively set on foundation pit enclosure water-seal pile 2 and shaped steel encloses between purlin 1 water-seal pile connecting plate 5, force transmission element 4 and enclose purlin connecting plate 3.Enclose purlin connecting plate to enclose purlin by bolt with shaped steel and be connected, and enclose purlin connecting plate and abut against shaped steel and enclose on purlin surface.Water-seal pile connecting plate is paralleled with enclosing purlin connecting plate.
The foundation pit enclosure water-seal pile side enclosing purlin towards shaped steel is provided with some bolt type anchor poles 7 for installing water-seal pile connecting plate.The bolt type anchor pole of the present embodiment uses embedding re-bar technique to be arranged on foundation pit enclosure water-seal pile.Water-seal pile connecting plate is provided with connection through hole.Bolt type anchor pole is provided with anchor nut.Water-seal pile connecting plate is arranged on bolt type anchor pole, and specifically, bolt type anchor pole is through the connection through hole of water-seal pile connecting plate, and water-seal pile connecting plate is between anchor nut and foundation pit enclosure water-seal pile.It is provided with casting glue between water-seal pile connecting plate and foundation pit enclosure water-seal pile to disappear gap layer 6.The casting glue gap layer that disappears is made up of epoxy resin or mixed earth or epoxy resin and mixed earth.
The cross section of force transmission element is in T shape.Force transmission element is by being horizontally disposed with lower power transmission flat board 41 and being positioned at the upper force transmitting board 42 above lower power transmission flat board and constitute.Upper force transmitting board is perpendicular with lower power transmission flat board.Upper force transmitting board and water-seal pile connecting plate and to enclose purlin connecting plate perpendicular.One end of force transmission element is weldingly connected with enclosing purlin connecting plate, and the other end is weldingly connected with water-seal pile connecting plate.
In shaped steel encloses purlin erection process: can enclose at foundation pit enclosure water-seal pile and shaped steel and the attachment structure of some the present embodiment is set between purlin, thus shaped steel is enclosed the inner side that purlin is stable, be erected at foundation pit enclosure water-seal pile reliably；And the attachment structure of the present embodiment can power transmission bearing from the active earth pressure outside foundation ditch well.
Claims (5)
1. a foundation pit enclosure water-seal pile and shaped steel enclose the attachment structure between purlin, it is characterized in that, including the water-seal pile connecting plate being successively set on foundation pit enclosure water-seal pile and shaped steel encloses between purlin, force transmission element and enclose purlin connecting plate, the described purlin connecting plate that encloses encloses purlin with shaped steel and is connected, the foundation pit enclosure water-seal pile side enclosing purlin towards shaped steel is provided with some bolt type anchor poles for installing water-seal pile connecting plate, described water-seal pile connecting plate is arranged on bolt type anchor pole, it is provided with casting glue between described water-seal pile connecting plate and foundation pit enclosure water-seal pile to disappear gap layer, one end of described force transmission element is weldingly connected with enclosing purlin connecting plate, the other end is weldingly connected with water-seal pile connecting plate.
A kind of foundation pit enclosure water-seal pile the most according to claim 1 and shaped steel enclose the attachment structure between purlin, it is characterized in that, described in enclose purlin connecting plate and enclose purlin by bolt with shaped steel and be connected.
A kind of foundation pit enclosure water-seal pile the most according to claim 1 and shaped steel enclose the attachment structure between purlin, it is characterized in that, described water-seal pile connecting plate is provided with connection through hole, described bolt type anchor pole is provided with anchor nut, bolt type anchor pole passes described connection through hole, and water-seal pile connecting plate is between anchor nut and foundation pit enclosure water-seal pile.
4. enclosing the attachment structure between purlin according to a kind of foundation pit enclosure water-seal pile described in claim 1 or 2 or 3 and shaped steel, it is characterized in that, the cross section of described force transmission element is in T shape.
A kind of foundation pit enclosure water-seal pile the most according to claim 3 and shaped steel enclose the attachment structure between purlin, it is characterized in that, described force transmission element is by being horizontally disposed with lower power transmission flat board and being positioned at the upper force transmitting board above lower power transmission flat board and constitute, upper force transmitting board is perpendicular with lower power transmission flat board, upper force transmitting board and water-seal pile connecting plate and to enclose purlin connecting plate perpendicular.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620280124.4U CN205502025U (en) | 2016-04-05 | 2016-04-05 | Stagnant water stake is gone along with sb. to guard him to foundation ditch and shaped steel encloses connection structure between purlin |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620280124.4U CN205502025U (en) | 2016-04-05 | 2016-04-05 | Stagnant water stake is gone along with sb. to guard him to foundation ditch and shaped steel encloses connection structure between purlin |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205502025U true CN205502025U (en) | 2016-08-24 |
Family
ID=56736835
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620280124.4U Expired - Fee Related CN205502025U (en) | 2016-04-05 | 2016-04-05 | Stagnant water stake is gone along with sb. to guard him to foundation ditch and shaped steel encloses connection structure between purlin |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205502025U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107288133A (en) * | 2017-06-30 | 2017-10-24 | 上海建工七建集团有限公司 | The horizontal power transmission guarantee system of campshed wall supporting construction and its design method |
| CN110965559A (en) * | 2019-12-31 | 2020-04-07 | 上海市机械施工集团有限公司 | Steel support structure and construction method |
| CN112252333A (en) * | 2020-10-16 | 2021-01-22 | 浙江大东吴集团建设有限公司 | Mounting equipment for reverse construction method support beam and mounting method thereof |
| CN112854242A (en) * | 2021-01-15 | 2021-05-28 | 浙江省建筑设计研究院 | Concrete supporting system capable of actively controlling lateral deformation of foundation pit enclosure |
-
2016
- 2016-04-05 CN CN201620280124.4U patent/CN205502025U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107288133A (en) * | 2017-06-30 | 2017-10-24 | 上海建工七建集团有限公司 | The horizontal power transmission guarantee system of campshed wall supporting construction and its design method |
| CN110965559A (en) * | 2019-12-31 | 2020-04-07 | 上海市机械施工集团有限公司 | Steel support structure and construction method |
| CN112252333A (en) * | 2020-10-16 | 2021-01-22 | 浙江大东吴集团建设有限公司 | Mounting equipment for reverse construction method support beam and mounting method thereof |
| CN112854242A (en) * | 2021-01-15 | 2021-05-28 | 浙江省建筑设计研究院 | Concrete supporting system capable of actively controlling lateral deformation of foundation pit enclosure |
| CN112854242B (en) * | 2021-01-15 | 2022-08-23 | 浙江省建筑设计研究院 | Concrete supporting system capable of actively controlling lateral deformation of foundation pit enclosure |
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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: 20160824 Termination date: 20170405 |
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| CF01 | Termination of patent right due to non-payment of annual fee |