CN208009469U - A kind of lateral wall is without perforation Encased truss - Google Patents
A kind of lateral wall is without perforation Encased truss Download PDFInfo
- Publication number
- CN208009469U CN208009469U CN201721143529.4U CN201721143529U CN208009469U CN 208009469 U CN208009469 U CN 208009469U CN 201721143529 U CN201721143529 U CN 201721143529U CN 208009469 U CN208009469 U CN 208009469U
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- CN
- China
- Prior art keywords
- truss
- shaped
- fixing piece
- steel fixing
- shaped steel
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- 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.)
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Abstract
A kind of lateral wall described in the utility model is without perforation Encased truss, including U-shaped steel fixing piece, the tight latch fitting of axis pin, truss and I-shaped shackle member.Two sides of the U-shaped steel fixing piece are embedded in concrete, and the U-shaped steel fixing piece is arranged horizontal by 45 degree of angles, for doing connection off-load, can with above and below off-load and left and right two kinds of directions power.I-shaped shackle member is also equipped at the ribs of the truss for locking the truss.Described tight latch fitting one end of axis pin is provided with U-shaped interconnecting piece, and axis pin passes through the U-shaped steel fixing piece and is fixed in axis hole, and the tight latch fitting of axis pin can be made closely to be connect with the U-shaped steel fixing piece.The other end of the lock clasp part has screw thread, across the hollow part of the I-shaped shackle member, truss and U-shaped steel fixing piece are fixed by the cooperation of nut and gasket, bolt is squeezed into concrete fixation through walls without drilling from vertically and horizontally two directions.
Description
Technical field
The utility model is related to the realm of building construction, more particularly to a kind of lateral wall without perforation Encased truss.
Background technology
In modern architecture construction, also variation is occurring for construction environment, gradually has ground construction to switch to underground
Construction.In the subway work in some cities, especially during the subway work of coastal city, in the concrete of subway tunnel
The fixation through walls of Encased truss fixing bolt is not allowed during pouring construction.Bolt off-load Encased truss, Encased truss are lacked
Unilateral metope side can not be just stably fixed to.
Utility model content
For this purpose, the technical problems to be solved in the utility model is how to be not provided with Encased truss fixing bolt through walls
Situation decent mould truss stability is fixed on lateral wall.
To achieve the above object, the utility model uses following technical scheme：
A kind of lateral wall is without perforation Encased truss, including U-shaped steel fixing piece, the tight latch fitting of axis pin, truss and I-shaped
Shackle member；Two sides of the U-shaped steel fixing piece are embedded in concrete, and the U shapes steel fixing piece is horizontal by 45
Spend angle setting；The corner of the truss is provided with ribs；I-shaped shackle member is also equipped at ribs；The pin
The tight latch fitting one end of axis is provided with U-shaped interconnecting piece, and the centre of the two sides of the U-shaped interconnecting piece is provided with axis hole, is used to match
Axis pin is set, the U-shaped interconnecting piece is coated into the U-shaped steel fixing piece, the axis pin passes through the U-shaped steel fixing piece
Inside and spiral be fixed in the axis hole；There is the other end of the tight latch fitting of axis pin screw thread, the end to pass through the I-shaped
The hollow part of shape shackle member is inwardly squeezed the I-shaped shackle member by the locking action of nut and gasket so that pin
Axis tightly against the U-shaped steel fixing piece inside, to realize that truss is fixed with U-shaped steel fixing piece.
Wherein, the level of the truss, which is aided the border areas down, is also lined with steel pad.
Wherein, in the size Transducers Embedded in Concrete of the U-shaped steel fixing piece 2/3rds.
The utility model has the advantages that：
A kind of lateral wall described in the utility model is tightly locked without perforation Encased truss, including U-shaped steel fixing piece, axis pin
Part, truss and I-shaped shackle member.Two sides of the U-shaped steel fixing piece are embedded in concrete, and the U-shaped steel is solid
Determine part horizontal by 45 degree of angles to be arranged, for doing connection off-load, can with above and below off-load and left and right two kinds of directions power.Institute
It states and is also equipped with I-shaped shackle member at the ribs of truss for locking the truss.Described tight latch fitting one end of axis pin is provided with
The centre of U-shaped interconnecting piece, U-shaped interconnecting piece two sides is provided with axis hole, is provided with axis pin for matching, the axis pin passes through
The U shapes steel fixing piece is simultaneously fixed in the axis hole, and the tight latch fitting of axis pin and the U-shaped steel fixing piece can be made tight
Close connection.The other end of the tight latch fitting of axis pin has screw thread, passes through the hollow part of the I-shaped shackle member, passes through nut
Truss and U-shaped steel fixing piece are fixed in cooperation with gasket, squeeze into bolt without drilling from vertically and horizontally two directions
Concrete fixation through walls.
A kind of lateral wall described in the utility model is without perforation Encased truss, and level, which is aided the border areas down, is lined with steel pad, in jack
Under the action of can the level for making truss aid the border areas preferably fitting ground.
A kind of lateral wall described in the utility model is without perforation Encased truss, the size of U-shaped steel fixing piece 2/3rds
In Transducers Embedded in Concrete, it can enhance and unload load forces.
Description of the drawings
In order to make the content of utility model be more likely to be clearly understood, below according to specific embodiment of the utility model
And in conjunction with attached drawing, the utility model is described in further detail, wherein
Fig. 1 is a kind of structural schematic diagram of the lateral wall of the utility model without perforation Encased truss；
Fig. 2 is a kind of structural schematic diagram of U-shaped steel fixing piece of the lateral wall of the utility model without perforation Encased truss；
Fig. 3 is a kind of front view of axis pin tight latch fitting of the lateral wall of the utility model without perforation Encased truss；
Fig. 4 is a kind of left view of axis pin tight latch fitting of the lateral wall of the utility model without perforation Encased truss；
Fig. 5 is a kind of truss structure detailed schematic diagram of the lateral wall of the utility model without perforation Encased truss.
Reference numeral is expressed as in figure：1-U shape steel fixing pieces；The tight latch fitting of 2- axis pins；3- truss；The I-shaped clampings of 4-
Part；31- aids the border areas vertically；32- ribs；33- levels are aided the border areas；21-U shape interconnecting pieces；22- axis holes；23- axis pins；331- steel pads；
5- concrete；34- tiltedly aids the border areas.
Specific implementation mode
Referring to Fig. 1-4, a kind of lateral wall described in the utility model is without perforation Encased truss, including U-shaped steel fixing piece
1, the tight latch fitting 2 of axis pin, truss 3, I-shaped shackle member 4.Two sides of the U-shaped steel fixing piece 1 are embedded in concrete 5,
The U-shaped steel fixing piece 1 is arranged horizontal by 45 degree of angles.The U-shaped steel fixing piece 1 is made using single solid steel.Institute
It includes that vertical 31, level of aiding the border areas aids the border areas and 33 and is provided with ribs 32 around the corner to state truss 3.At the ribs 32 also
It is equipped with I-shaped shackle member 4, centre is in hollow form.Described tight 2 one end of latch fitting of axis pin is provided with U-shaped interconnecting piece 21, the U-shaped
Interconnecting piece 21 is in flat U-shaped steel sheet structure.The centre of the two sides of the U-shaped interconnecting piece 21 is provided with axis hole 22, is used for
Matching is provided with axis pin 23, has screw thread at axis hole 22.The U-shaped interconnecting piece 21 is coated into the U-shaped steel fixing piece 1, institute
State axis pin 23 across the U-shaped steel fixing piece 1 inside and spiral be fixed in the axis hole 22.The tight latch fitting of the axis pin 2
The other end have screw thread, the end pass through the I-shaped shackle member 4 hollow part, pass through the locking action of nut and gasket
The I-shaped shackle member 4 is inwardly squeezed so that axis pin 23 tightly against the U-shaped steel fixing piece 1 inside, to real
Existing truss 3 is fixed with U-shaped steel fixing piece 1.The U-shaped end of the U shapes steel fixing piece 1, outer diameter are 60 millimeters, internal diameter 36
Millimeter, can preferably be clamped the axis pin 23.The caliber of the U-shaped steel fixing piece 1 is 24 millimeters, is ensuring loosening strength
While, it conveniently can subsequently be cut and disassembled, not interfere with concrete wall.For convenience of explanation, by the truss 3 in attached drawing 1-4
Simplify description, only retention level is aided the border areas 33 and vertical 31 and the ribs 32 of aiding the border areas.The structure of detailed truss 3 such as Fig. 5
It is shown, also include bevel edge 34, be bolted level aid the border areas 31 and aid the border areas vertically 32 both ends, truss knot triangular in shape
Structure plays the role of firm support.
A kind of lateral wall described in the utility model is tightly locked without perforation Encased truss, including U-shaped steel fixing piece 1, axis pin
Part 2, truss 3 and I-shaped shackle member 4.Two sides of the U-shaped steel fixing piece 1 are embedded in concrete, the U-shaped steel
Fixing piece 1 processed is arranged horizontal by 45 degree of angles, can be with above and below off-load and two kinds of left and right direction for doing connection off-load
Power.It is connect with truss using U-shaped steel fixing piece 1 and may be implemented to control the uneven pre-buried error problem brought.Concrete pours
After building, U-shaped steel fixing piece 1 can be cut, realizes the dismounting of Encased truss, to not influence wall closed structure.
The corner of the truss 3 is additionally provided with ribs 32, and I-shaped shackle member 4 is also equipped at ribs 32 and is used for and spiral shell
Female and gasket locks the truss 3, and I-shaped shackle member 4 can effective decomposition power.Described tight 2 one end of latch fitting of axis pin
It is provided with U-shaped interconnecting piece 21, the centre of the two sides of the U-shaped interconnecting piece 21 is provided with axis hole 22, is used for matching and is provided with
Axis pin 23, the axis pin 23 passes through the inside of the U-shaped steel fixing piece 1 and spiral is fixed in the axis hole 22.The pin
The other end of the tight latch fitting of axis 2 has screw thread, passes through the hollow part of the I-shaped shackle member 4, passes through the lock of nut and gasket
Tight action will the inwardly extruding of the I-shaped shackle member 4 so that axis pin 23 tightly against the U-shaped steel fixing piece 1 inside,
To realize that truss 3 and U-shaped steel fixing piece 1 are fixed, without from truss 3 it is vertical aid the border areas 31 and level aid the border areas and drill from 33
Bolt is squeezed into concrete 5 and fixation through walls.
Preferably, the level of the truss 3 aids the border areas and is also lined with steel pad 331 under 33.Every level is aided the border areas there are two 33 underlays
Steel pad 331.It can preferably be bonded ground on 33 sides of horizontal branch for making truss 3 under the action of jack.
Preferably, in the size Transducers Embedded in Concrete of the U-shaped steel fixing piece 2/1sts three, it can enhance and unload load forces.
Above-mentioned specific implementation mode is only explained in detail the technical solution of the utility model, and the utility model is not
It is only limited only to above-described embodiment, it will be understood by those skilled in the art that every according to above-mentioned principle and spiritual in this practicality
Improvement, replacement on novel foundation, should all be within the protection scope of the utility model.
Claims (3)
1. a kind of lateral wall without perforation Encased truss, which is characterized in that including U-shaped steel fixing piece (1), the tight latch fitting of axis pin (2),
Truss (3) and I-shaped shackle member (4)；Two sides of the U-shaped steel fixing piece (1) are embedded in concrete, the U-shaped
Steel fixing piece (1) is arranged horizontal by 45 degree of angles；The corner of the truss (3) is provided with ribs (32)；Add
It is also equipped with I-shaped shackle member (4) at strong rib (32)；The described tight latch fitting of axis pin (2) one end is provided with U-shaped interconnecting piece (21), institute
The centre for stating the two sides of U-shaped interconnecting piece (21) is provided with axis hole (22), is used to match setting axis pin (23), by the U-shaped
Interconnecting piece (21) coats the U-shaped steel fixing piece (1), and the axis pin (23) passes through the inside of the U-shaped steel fixing piece (1)
And spiral is fixed in the axis hole (22)；There is the other end of the tight latch fitting of axis pin (2) screw thread, the end to pass through the I-shaped
The hollow part of shape shackle member (4) is inwardly squeezed the I-shaped shackle member (4) by the locking action of nut and gasket,
So that inside of the axis pin (23) tightly against the U-shaped steel fixing piece (1), to realize truss (3) and U-shaped steel fixing piece
(1) fixed.
2. a kind of lateral wall as described in claim 1 is without perforation Encased truss, which is characterized in that the level of the truss (3)
It aids the border areas and is also lined with steel pad (331) under (33).
3. a kind of lateral wall as claimed in claim 2 is without perforation Encased truss, which is characterized in that the U-shaped steel fixing piece
In (1) 2/3rds size Transducers Embedded in Concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721143529.4U CN208009469U (en) | 2017-09-07 | 2017-09-07 | A kind of lateral wall is without perforation Encased truss |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721143529.4U CN208009469U (en) | 2017-09-07 | 2017-09-07 | A kind of lateral wall is without perforation Encased truss |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208009469U true CN208009469U (en) | 2018-10-26 |
Family
ID=63879312
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721143529.4U Expired - Fee Related CN208009469U (en) | 2017-09-07 | 2017-09-07 | A kind of lateral wall is without perforation Encased truss |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208009469U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110144824A (en) * | 2019-05-12 | 2019-08-20 | 中铁二十二局哈尔滨铁路建设集团有限责任公司 | Beret slice single side formwork method |
-
2017
- 2017-09-07 CN CN201721143529.4U patent/CN208009469U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110144824A (en) * | 2019-05-12 | 2019-08-20 | 中铁二十二局哈尔滨铁路建设集团有限责任公司 | Beret slice single side formwork method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 350015 Jinlan Building, 33 Zhaoqiang Road, Mawei District, Fuzhou City, Fujian Province, 2002 (Free Trade Test Zone) Patentee after: Fujian Jianzhong Construction Technology Co.,Ltd. Address before: 350015 Jinlan Building, 33 Zhaoqiang Road, Mawei District, Fuzhou City, Fujian Province, 2002 (Free Trade Test Zone) Patentee before: FUJIAN JIANZHONG CONSTRUCTION TECHNOLOGY CO.,LTD. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181026 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |