CN203514527U - Slidable groove type embedded assembly - Google Patents
Slidable groove type embedded assembly Download PDFInfo
- Publication number
- CN203514527U CN203514527U CN201320675805.7U CN201320675805U CN203514527U CN 203514527 U CN203514527 U CN 203514527U CN 201320675805 U CN201320675805 U CN 201320675805U CN 203514527 U CN203514527 U CN 203514527U
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- Prior art keywords
- section steel
- type channel
- opening
- composite member
- bolt
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- Expired - Lifetime
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 73
- 239000010959 steel Substances 0.000 claims abstract description 73
- 239000002131 composite material Substances 0.000 claims description 20
- 239000004793 Polystyrene Substances 0.000 claims description 4
- 230000001154 acute effect Effects 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 229920002223 polystyrene Polymers 0.000 claims description 4
- 238000000034 method Methods 0.000 abstract description 4
- 238000009435 building construction Methods 0.000 abstract description 3
- 238000009434 installation Methods 0.000 description 7
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 208000034189 Sclerosis Diseases 0.000 description 2
- 238000004364 calculation method Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000004080 punching Methods 0.000 description 2
- 230000003044 adaptive effect Effects 0.000 description 1
- 238000004378 air conditioning Methods 0.000 description 1
- 238000004458 analytical method Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- LENZDBCJOHFCAS-UHFFFAOYSA-N tris Chemical compound OCC(N)(CO)CO LENZDBCJOHFCAS-UHFFFAOYSA-N 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a slidable groove type embedded assembly which comprises a C-shaped steel channel (1). At least one bolt connector is mounted at an opening of the C-shaped steel channel (1); a plurality of protruded ridges are arranged on the outer surface of the C-shaped steel channel (1), and/or a plurality of grooves are formed in the outer surface of the C-shaped steel channel (1). The slidable groove type embedded assembly has the advantages that the slidable groove type embedded assembly is simple in structure and easy to machine and has practical functions; a plurality of groups of bolts can optionally slide in the C-shaped steel channel to be firmly fixed to required positions, accordingly, the slidable groove type embedded assembly is high in mounting precision, different types of C-shaped steel channels can be embedded in building construction procedures, and a series of problems due to later perforating or grooving can be solved.
Description
Technical field
The utility model relates to technical field of buildings, is specifically related to the pre-buried composite member of a kind of slot type.
Background technology
Building build and the process such as finishing in, for fixing various materials, often need to install built-in fitting.Pre existing embedded part is normally with the ironware of hole, although can be designed under construction, it is difficult to guarantee installation accuracy at building construction process, therefore conventionally need to completed construction structure is punched or be slotted.On the one hand, this built-in fitting not slidably, can not be adjusted its position once installing just, and installation accuracy is poor; On the other hand, punching or fluting will damage building structure, produce a large amount of dust pollutions, noise pollution, increase workman's operation easier simultaneously, affect operating efficiency.Meanwhile, due to the problem of built-in fitting self structure, often stability is bad.
Utility model content
The technical problems such as the utility model has overcome the deficiencies in the prior art, provides a kind of slidably slot type pre-buried composite member, and having solved built-in fitting in prior art cannot slide, and installation accuracy is not high, installation stability is bad.
For solving above-mentioned technical problem, the utility model by the following technical solutions:
Slidably the pre-buried composite member of slot type, comprises C type channel-section steel, and described C type channel-section steel opening part is provided with at least one bolt connection piece; On the external surface of described C type channel-section steel, there are a plurality of lug, nibs and/or a plurality of groove.
As preferably, the cross section of described C type channel-section steel is trapezoidal; The inside of described C type channel-section steel is filled with granular polystyrene.
As preferably, a plurality of lug, nibs on the table of the outside of described C type channel-section steel and/or the bearing of trend of a plurality of grooves all with the axially parallel of C type channel-section steel.
As preferably, the opening of described C type channel-section steel is positioned at the centre position on trapezoidal arbitrary base; The edge of the opening of described C type channel-section steel upwards forms and turns up part, and turn up part is obtuse angle alpha with the base formation angle of the opening of C type channel-section steel simultaneously.
As preferably, described trapezoidal be isosceles trapezoid, the acute angle that its base and hypotenuse form is 60 degree to 70 degree.
As preferably, described trapezoidal opening is arranged on a shorter limit of trapezoidal two bases.
As preferably, described bolt connection piece comprises screw bolt and nut.
As preferably, the cross section of the head of described bolt is rectangle, and the long limit of described rectangle is greater than the width of the opening of C type channel-section steel, and the minor face of described rectangle is slightly larger than the width of the opening of C type channel-section steel; The diameter of the screw rod of described bolt is less than the width of the opening of C type channel-section steel.
As preferably, described bolt connection piece also comprises metallic gasket, and described metallic gasket is socketed on the screw rod of bolt, and between the head and bolt of nut.
Compared with prior art, at least one beneficial effect as follows that comprises of the present utility model.
1, simple in structure, easily processing, can mass-produce the product of different size model according to requirements, meets different mechanics load bearing requirements.
2, practical function, can realize many group bolts slides arbitrarily in C type channel-section steel, in the position of needs, prepare firmly fixing, installation accuracy is high, and can on bolt foot, connect as required other accessory after fixing, therefore the C type channel-section steel that can realize different model specification carries out pre-buried in building construction process, the series of problems of having avoided later stage punching or fluting to bring.
3, operation use simple, by C type channel-section steel pre-buried good after, as required bolt is snapped in C type groove, location positioning is well that available nut is fixed afterwards.
4, applied range, can be used for building finishing equipment, draft tube liner, air-conditioning fan, lamp lifter, the unsettled external scaffolding of building etc. fixing.
If the isosceles trapezoid cross section that 5 C type channel-section steels are selected, owing to being anchored at better in the concrete of sclerosis, has strengthened the mechanics supporting capacity of pre-buried composite member.
If 6 C type channel-section steel external surfaces have a plurality of lug, nibs and/or a plurality of groove, lug, nib and/or a plurality of groove can obtain better with concrete interlock, install more stable.
If 7 C type channel-section steel edge of opening are split into the part of turning up upwards, bolt connection piece installs difficulty a little so, once but install, can be more stable, bolt connection piece slides and also can be more prone to simultaneously.
Accompanying drawing explanation
Fig. 1 is the structural representation of the C type channel-section steel of the utility model example 1;
Fig. 2 is the structural representation of bolt of the present utility model;
Fig. 3 is A-A sectional view of Fig. 2;
Fig. 4 is the structural representation of the C type channel-section steel of example 2 of the present utility model;
Fig. 5 is the structural representation of the C type channel-section steel of example 3 of the present utility model;
Fig. 6 is the overall structure schematic diagram of example 3 of the present utility model;
Fig. 7 is the sectional view along B-B of Fig. 6;
Fig. 8 is the overall structure schematic diagram of example 4 of the present utility model;
Fig. 9 is the sectional view along C-C of Fig. 8;
Figure 10 is the overall structure of embodiment 5.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is further elaborated.
Slidably build a pre-buried composite member, comprise C type channel-section steel 1, the cross section of C type channel-section steel 1 is rectangle (as Fig. 1), the b middle part of a certain length of side that opening part is rectangle.The size of its opening a and channel-section steel plate thickness need according to requirements, by drawing after common mechanics load capacity calculation.For the less position of requirement for bearing capacity, the dimensions of C type channel-section steel 1 requires less, and opening requires also corresponding less; Otherwise contrary.On the external surface of C type channel-section steel 1, having a plurality of lug, nib 9(can be also a plurality of grooves), there is such structure, built-in fitting and concrete interlock are better, more stable after installation.
C type channel-section steel 1 opening part is provided with at least one bolt connection piece.For fear of C type channel-section steel 1, stop up notch when the pre-buried concrete, the inside of C type channel-section steel 1 is filled with granular polystyrene 2(as Fig. 1).In the present embodiment, bolt connection piece is one or surpasses one, and each bolt connection piece is comprised of bolt 2 and nut 5, and bolt forms (as shown in Figure 3) by head 31 and the screw rod 32 of bolt; The cross section of the head 31 of bolt is rectangle (being preferably the rectangle of chamfering) (as Fig. 2), and the long limit c of this rectangle is greater than the A/F a of C type channel-section steel 1, and meanwhile, the long limit c of rectangle is less than the side length b of the opening edge of C type channel-section steel 1; The minor face d of this rectangle is slightly larger than the A/F a of C type channel-section steel 1, when the minor face d of this rectangle tilts, the head of bolt 31 can be put into C type channel-section steel 1 and does not come off, and four jiaos, this rectangle arranges chamfering; Screw rod 32 is entire body screw thread, and diameter is slightly less than the A/F a of C type channel-section steel 1, can be in the interior any slip of C type channel-section steel 1.; The diameter of the screw rod of described bolt 3 is less than the A/F of C type channel-section steel 1.
The present embodiment is on the basis of above-mentioned any one embodiment, to increase following characteristics: a plurality of lug, nib 9(on the table of the outside of C type channel-section steel 1 can be also a plurality of grooves) bearing of trend all with the axially parallel (as Fig. 4) of C type channel-section steel 1, lug, nib and groove are so arranged, from mechanics angle analysis, stronger with concrete snap-in force, so the installation stability of built-in fitting is better.
The difference of the present embodiment and embodiment 1 is, the cross section of the C type channel-section steel 1 of this enforcement is trapezoidal.Opening part is the middle part (as shown in Figure 5) on trapezoidal arbitrary base (being preferably shorter base).The size of its opening a and channel-section steel plate thickness need according to requirements, by drawing after common mechanics load capacity calculation.
In the present embodiment, as shown in Figure 6,7, C type channel-section steel 1 cross section is designed to the trapezoidal C type channel-section steel 1 that can make and is embedded into after concrete, can be anchored at preferably in the concrete of sclerosis, while being subject to the pulling force of the weights such as equipment when composite member, the concrete of C type channel-section steel 1 both sides blocks C type channel-section steel 1, stops the trend of its relative sliding, thereby has strengthened the mechanics supporting capacity of pre-buried composite member.
Embodiment is on the basis of embodiment 3, increases following feature:
1, the cross section of C type channel-section steel 1 is isosceles trapezoid, and the acute angle that its base and hypotenuse form is 60 degree to 70 degree.
2 bolt connection pieces also comprise metallic gasket 4, and described metallic gasket 4 is socketed on the screw rod of bolt, and between the head and bolt of nut.This metallic gasket is perforated metal part, and its dimensions is with bolt head length of side c, d, and hole is positioned at pad central authorities, inner wall smooth.The size of hole is a bit larger tham the screw diameter of bolt, can be free to slide.
As shown in Figure 8,9, after having increased metallic gasket 4, the bolt connection piece that this enforcement is installed can be more stable, by the cross section of C type channel-section steel 1, be isosceles trapezoid simultaneously, the acute angle that its base and hypotenuse form is 60 degree to 70 degree, the selection of symmetrical structure and angle the experiment proved that like this, in the time of can making to be subject to the pulling force of the weights such as equipment when composite member, the strength that the concrete of C type channel-section steel 1 both sides blocks C type channel-section steel 1 is the strongest, stop the trend of its relative sliding also best, thereby greatly strengthened the mechanics supporting capacity of pre-buried composite member.
The present embodiment is on the basis of above-mentioned any embodiment once, to increase following technical characterictic:
The edge of the opening of C type channel-section steel 1 upwards forms and turns up part, and turn up part is obtuse angle alpha (as Figure 10) with the base formation angle of the opening of C type channel-section steel 1 simultaneously.In the present embodiment, because the opening of C type channel-section steel 1 is turned up part, therefore the width of bolt connection piece head is also wanted adaptive adjustment, bolt connection piece installs can be difficult a little, once but install, can more be not easy to come off, bolt connection piece slides and also can be more prone to simultaneously.
The pre-buried composite member of any one example of the present utility model through pre-buried C type channel-section steel 1 after reaching certain length of time in concrete, empty granular polystyrene 2 wherein, the head of bolt 3 31 is positioned in C type channel-section steel 1, after adjusting to the right place, fastening nut 5(is if any 4 cover upper metallic gaskets 4 of metallic gasket), assemble complete.The bolt foot extending out can be connected and fixed with weights such as equipment.
Although the utility model is described and specific explanations with reference to a plurality of embodiment of the present utility model here, but, should be appreciated that, those skilled in the art can design a lot of other modification and embodiments, and these are revised and within embodiment will drop on the disclosed principle scope and spirit of the application.More particularly, in the scope of, accompanying drawing open in the application and claim, can carry out multiple modification, combination or improvement to the composition structure of subject combination layout and/or layout.Except modification and the improvement carried out forming structure and/or layout, to those skilled in the art, other purposes will be also obvious.
Claims (9)
1. the pre-buried composite member of slot type slidably, comprises C type channel-section steel (1), it is characterized in that: described C type channel-section steel (1) opening part is provided with at least one bolt connection piece; On the external surface of described C type channel-section steel (1), there are a plurality of lug, nibs and/or a plurality of groove.
2. the pre-buried composite member of slidably slot type according to claim 1, is characterized in that: the cross section of described C type channel-section steel (1) is trapezoidal; The inside of described C type channel-section steel (1) is filled with granular polystyrene (2).
3. the pre-buried composite member of slidably slot type according to claim 1, is characterized in that: a plurality of lug, nibs on the outside table of described C type channel-section steel (1) and/or the bearing of trend of a plurality of grooves all with the axially parallel of C type channel-section steel (1).
4. the pre-buried composite member of slidably slot type according to claim 2, is characterized in that: the opening of described C type channel-section steel (1) is positioned at the centre position on trapezoidal arbitrary base; The edge of the opening of described C type channel-section steel (1) upwards forms and turns up part, and turn up part is obtuse angle alpha with the base formation angle of the opening of C type channel-section steel (1) simultaneously.
5. the pre-buried composite member of slidably slot type according to claim 2, is characterized in that: described trapezoidal be isosceles trapezoid, its base is 60 degree to 70 degree with the acute angle of hypotenuse formation.
6. the pre-buried composite member of slidably slot type according to claim 2, is characterized in that: described trapezoidal opening is arranged on a shorter limit of trapezoidal two bases.
7. the pre-buried composite member of slidably slot type according to claim 1, is characterized in that: described bolt connection piece comprises bolt (3) and nut (5).
8. the pre-buried composite member of slidably slot type according to claim 1, it is characterized in that: the cross section of the head of described bolt (3) is rectangle, the long limit of described rectangle is greater than the width of the opening of C type channel-section steel (1), and the minor face of described rectangle is slightly larger than the width of the opening of C type channel-section steel (1); The diameter of the screw rod of described bolt (3) is less than the width of the opening of C type channel-section steel (1).
9. the pre-buried composite member of slidably slot type according to claim 7, it is characterized in that: described bolt connection piece also comprises metallic gasket (4), described metallic gasket (4) is socketed on the screw rod of bolt, and between the head and bolt of nut.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201320675805.7U CN203514527U (en) | 2013-10-30 | 2013-10-30 | Slidable groove type embedded assembly |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201320675805.7U CN203514527U (en) | 2013-10-30 | 2013-10-30 | Slidable groove type embedded assembly |
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CN203514527U true CN203514527U (en) | 2014-04-02 |
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CN201320675805.7U Expired - Lifetime CN203514527U (en) | 2013-10-30 | 2013-10-30 | Slidable groove type embedded assembly |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105113666A (en) * | 2015-09-17 | 2015-12-02 | 建学建筑与工程设计所有限公司杭州分公司 | Nonmetallic connection piece |
CN107859199A (en) * | 2017-10-27 | 2018-03-30 | 北京林业大学 | A kind of slide type metal connecting piece |
CN117266378A (en) * | 2023-11-22 | 2023-12-22 | 享城科建(北京)科技发展有限公司 | Built-in fitting |
-
2013
- 2013-10-30 CN CN201320675805.7U patent/CN203514527U/en not_active Expired - Lifetime
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105113666A (en) * | 2015-09-17 | 2015-12-02 | 建学建筑与工程设计所有限公司杭州分公司 | Nonmetallic connection piece |
CN105113666B (en) * | 2015-09-17 | 2017-11-14 | 欧联(杭州)节能建筑技术研究有限公司 | Nonmetallic connectors |
CN107859199A (en) * | 2017-10-27 | 2018-03-30 | 北京林业大学 | A kind of slide type metal connecting piece |
CN117266378A (en) * | 2023-11-22 | 2023-12-22 | 享城科建(北京)科技发展有限公司 | Built-in fitting |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CP03 | Change of name, title or address | ||
CP03 | Change of name, title or address |
Address after: 610000 No. 688, Tianfu Road, Chengdu hi tech Zone, Sichuan, China Patentee after: Sichuan architectural design and Research Institute Co.,Ltd. Address before: Dong Ma Street 610000 Sichuan city of Chengdu Province, No. 20 Patentee before: SICHUAN PROVINCIAL ARCHITECTURAL DESIGN AND RESEARCH INSTITUTE |
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CX01 | Expiry of patent term | ||
CX01 | Expiry of patent term |
Granted publication date: 20140402 |