CN204876623U - A structure is buried in hourglass - Google Patents
A structure is buried in hourglass Download PDFInfo
- Publication number
- CN204876623U CN204876623U CN201520535585.7U CN201520535585U CN204876623U CN 204876623 U CN204876623 U CN 204876623U CN 201520535585 U CN201520535585 U CN 201520535585U CN 204876623 U CN204876623 U CN 204876623U
- Authority
- CN
- China
- Prior art keywords
- girth member
- concrete beam
- buried plate
- node
- bearing
- 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.)
- Active
Links
Abstract
The utility model provides a structure is buried in hourglass, including concrete beam, pile cap, first node support, second node support, third node support, fourth node support, first node bearing installation concrete beam and pile cap's boundary part second node bearing installation on pile cap, third node support and fourth node bearing installation be on concrete beam, the first piece that buries is constituteed to first node support, second node support, third node support, fourth node support are constituteed the second and are buried the piece, first periphery of burying the piece is equipped with first reinforcement, and first reinforcement is used for fixing the first piece that buries at concrete beam, the periphery that the second buried the piece is equipped with the second reinforcement, and the second reinforcement is used for burying the piece with the second to be fixed at concrete beam. The utility model provides a can satisfy in the construction a structure is buried in hourglass to the requirement of mechanical properties's requirement, especially stretching resistance and resistance to shear.
Description
Technical field
The utility model relates to the realm of building construction, particularly relates to a kind of leakage and buries embedded parts structure.
Background technology
Built-in fitting is also called prefabricated embedded part, is exactly to install the component be imbedded in concealed work in advance.Built-in fitting is the component and fitting settled when structure is built, and for building overlap joint during superstructure by laying bricks or stones, the installation being beneficial to external works equipment Foundations is fixed, built-in fitting is manufactured by metal mostly, common manufactured materials has reinforcing bar or cast iron, also can use wood, the non-metallic rigid material such as plastics.
In the building construction process of reality, because construction speed is too fast, after concreting terminates, need to increase rearmounted built-in fitting in corresponding site.But present leakage buries embedded parts structure too simply, fix only by support, this structure can not meet the requirement to mechanical property in construction, especially the requirement of stretching resistance and shearing resistance.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of leakage and buries embedded parts structure, can meet the requirement to mechanical property in construction, especially the requirement of stretching resistance and shearing resistance.
In order to solve the problems of the technologies described above, the utility model provides a kind of leakage and buries embedded parts structure, comprises concrete beam, cap, first node bearing, Section Point bearing, the 3rd node bearing and the 4th node bearing; Described first node bearing is arranged on the boundary part of concrete beam and cap, described Section Point bearing is arranged on cap, the 3rd node bearing and the 4th node bearing are arranged on concrete beam, described first node bearing, Section Point bearing form the first embedded part, and described 3rd node bearing, the 4th node bearing form the second embedded part; The periphery of described first embedded part is provided with the first girth member, and the first girth member is for being fixed on concrete beam by the first embedded part; The periphery of described second embedded part is provided with the second girth member, and the second girth member is for being fixed on concrete beam by the second embedded part.
As the improvement of such scheme, described concrete beam comprises the first vertical beam, the second vertical beam and crossbeam, described cap is arranged on the intersection of the first vertical beam and crossbeam, described first node bearing is arranged on the boundary part of crossbeam and cap, described Section Point bearing is arranged on cap, and described 3rd node bearing and the 4th node bearing are arranged on the second vertical beam.
As the improvement of such scheme, described first girth member, the second girth member are made up of steel plate.
As the improvement of such scheme, described first girth member is fixed on concrete beam by crab-bolt, and described second girth member is fixed on concrete beam by crab-bolt, and described crab-bolt comprises screw rod, and described screw rod is imbedded in described concrete beam.
As the improvement of such scheme, the degree of depth that described screw rod imbeds described concrete beam is 200-400mm.
As the improvement of such scheme, described first girth member arranges 24 crab-bolts, and described second girth member arranges 28 crab-bolts.
As the improvement of such scheme, also comprise buried plate, described buried plate comprises the first buried plate and the second buried plate, and described first buried plate is arranged at the top of described first embedded part, and described second buried plate is arranged at the top of described second embedded part; Described first buried plate is connected with the first girth member, and described second buried plate is connected with the second girth member.
As the improvement of such scheme, above described first buried plate and the second buried plate, all stiffening rib is set.
As the improvement of such scheme, described stiffening rib is channel-section steel.
As the improvement of such scheme, described first girth member, the second girth member, the first buried plate and the second buried plate are connected by perfusion mortar with between concrete beam respectively.
Implement the utility model embodiment, there is following beneficial effect:
The one that the utility model provides is leaked and is buried embedded parts structure, by adding girth member in built-in fitting surrounding, arranging, adopt crab-bolt to be firmly fixed on concrete beam by girth member simultaneously to carry out reinforcing to built-in fitting.By arranging the crab-bolt of many on girth member, the pulling force be subject to by built-in fitting and shearing are on average shared by many crab-bolts, the simultaneously crab-bolt of sufficiently quantity, to ensure that crab-bolt maximum load capacity is greater than the bearing capacity of built-in fitting, every mechanical property of effective guarantee built-in fitting, especially effectively can improve the ability of built-in fitting self stretching resistance and shearing resistance.In addition, above embedded part, arrange buried plate, above buried plate, arrange stiffening rib, set stiffening rib can improve stability and the torsional property of concrete beam, thus more contributes to the reinforcing of built-in fitting.Therefore, whole ruggedized construction can resist the strong disaster such as fire, earthquake better.
Accompanying drawing explanation
Fig. 1 is the schematic diagram that embedded parts structure is buried in a kind of leakage of the utility model.
Detailed description of the invention
For making the purpose of this utility model, technical scheme and advantage clearly, below in conjunction with accompanying drawing, the utility model is described in further detail.
See Fig. 1, the utility model provides a kind of leakage and buries embedded parts structure, comprises concrete beam 10, cap 20, first node bearing 101, Section Point bearing 102, the 3rd node bearing 201 and the 4th node bearing 202; Described first node bearing 101 is arranged on that concrete beam 10 is arranged on cap 20 with the boundary part of cap 20, described Section Point bearing 102, the 3rd node bearing 201 and the 4th node bearing 202 are arranged on concrete beam 10, described first node bearing 101, Section Point bearing 102 form the first embedded part 100, and described 3rd node bearing 201, the 4th node bearing 202 form the second embedded part 200.
Concrete, described concrete beam 10 comprises the first vertical beam 11, second vertical beam 13 and crossbeam 12, described cap 20 is arranged on the intersection of the first vertical beam 11 and crossbeam 12, described first node bearing 101 is arranged on the boundary part of crossbeam 12 and cap 20, described Section Point bearing 102 is arranged on cap 20, and described 3rd node bearing 201 and the 4th node bearing 202 are arranged on the second vertical beam 13.
The embedded part that composition one piece is larger in units of every two adjacent node bearings, the scope of reinforcing is larger, can make the more solid of ruggedized construction.
The periphery of described first embedded part 100 is provided with the first girth member 1, first girth member 1 for the first embedded part 100 is fixed on concrete beam 10; The periphery of described second embedded part 200 is provided with the second girth member 2, second girth member 2 for the second embedded part 200 is fixed on concrete beam 10.
Preferably, described first girth member 1, second girth member 2 is made up of steel plate.It should be noted that, described girth member, except being except steel plate, can also be other girth members, as long as it realizes the object be connected with concrete beam 10 by the first embedded part 100, second embedded part 200.By arranging steel plate in the corresponding concrete beam both sides of embedded part, effectively preventing concrete from loosening, making embedded part more firm.
Further, described first girth member 1 is fixed on concrete beam 10 by crab-bolt 3, and described second girth member 2 is fixed on concrete beam 10 by crab-bolt 3, and described crab-bolt is the device making girth member be fixed on embedded part periphery.Described crab-bolt 3 comprises screw rod, and described screw rod is imbedded in described concrete beam 10, and the degree of depth that described screw rod 3 imbeds described concrete beam 10 is 200-400mm, and this degree of depth is preferably 300mm.Wherein, the screw rod in Transducers Embedded in Concrete beam, from bottom, 240mm section up adopts anchoring adhesive, and remaining 60mm section adopts mortar shutoff.Screw rod is firmly buried within concrete beam, thus girth member is fixed on concrete beam 10 tightly.Described crab-bolt 3 can adopt M24 to like sharp HVA chemical anchor bolts.
Better, described first girth member 1 arranges 24 crab-bolts 3, and described second girth member 2 arranges 28 crab-bolts 3.By crab-bolt that some is set with meet embedded part will to the requirement of stretching resistance and shearing.
The utility model also comprises buried plate, and described buried plate comprises the first buried plate 103 and the second buried plate 203, and described first buried plate 103 is arranged at the top of described first embedded part 100, and described second buried plate 203 is arranged at the top of described second embedded part 200; Described first buried plate 103 is connected with the first girth member 1, and described second buried plate 203 is connected with the second girth member 2.
Preferably, described first buried plate 103 and the second buried plate 203 are steel plate.
Preferably, described first buried plate 103 is connected by fillet weld with the first girth member 1, and described second buried plate 203 is connected by fillet weld with the second girth member 2.It should be noted that, except by fillet weld, other methods of attachment can also be adopted, be connected with the first girth member 1 as long as described first buried plate 103 can be realized, the object that described second buried plate 203 is connected with the second girth member 2.
Above described first buried plate 103 and the second buried plate 203, stiffening rib 4 is all set.The object arranging stiffening rib 4 is stability in order to improve concrete beam 10 and torsional property.Preferably, described stiffening rib is channel-section steel, can select 20b channel-section steel.It should be noted that, described stiffening rib 4, except being channel-section steel, can also be other metalworks, as long as it can realize improving the stability of concrete beam 10 and the object of torsional property.
Further, described first girth member 1, second girth member 2, first buried plate 103 and the second buried plate 203 are connected by perfusion mortar respectively with between concrete beam 10.Preferably, the non-shrink mortar perfusion adopting intensity to be greater than reinforced concrete structure beam strength connects.The connection of described first girth member 1, second girth member 2, first buried plate 103 and the second buried plate 203 and concrete beam 10 is strengthened with this.
In sum, the utility model provides a kind of leakage to bury embedded parts structure, by adding girth member in built-in fitting periphery, girth member is fixed by crab-bolt, crab-bolt selects to have the screw rod that can bear certain pulling force and shearing, and the crab-bolt of some is set on girth member, above-mentioned setting can meet the requirement of embedded part to bearing capacity.Meanwhile, the buried plate arranged above embedded part adds stiffening rib, to improve stability and the torsional property of concrete beam.Whole ruggedized construction can meet the requirement to mechanical property in construction, especially the requirement of stretching resistance and shearing resistance, thus realizes the effective reinforcing to built-in fitting, resists the strong disaster such as fire, earthquake better.
The above is preferred embodiment of the present utility model; it should be pointed out that for those skilled in the art, under the prerequisite not departing from the utility model principle; can also make some improvements and modifications, these improvements and modifications are also considered as protection domain of the present utility model.
Claims (10)
1. an embedded parts structure is buried in leakage, it is characterized in that, comprises concrete beam, cap, first node bearing, Section Point bearing, the 3rd node bearing, the 4th node bearing;
Described first node bearing is arranged on the boundary part of concrete beam and cap, described Section Point bearing is arranged on cap, the 3rd node bearing and the 4th node bearing are arranged on concrete beam, described first node bearing, Section Point bearing form the first embedded part, and described 3rd node bearing, the 4th node bearing form the second embedded part;
The periphery of described first embedded part is provided with the first girth member, and the first girth member is for being fixed on concrete beam by the first embedded part; The periphery of described second embedded part is provided with the second girth member, and the second girth member is for being fixed on concrete beam by the second embedded part.
2. as claimed in claim 1 leakage buries embedded parts structure, it is characterized in that, described concrete beam comprises the first vertical beam, the second vertical beam and crossbeam, described cap is arranged on the intersection of the first vertical beam and crossbeam, described first node bearing is arranged on the boundary part of crossbeam and cap, described Section Point bearing is arranged on cap, and described 3rd node bearing and the 4th node bearing are arranged on the second vertical beam.
3. as claimed in claim 1 leakage buries embedded parts structure, and it is characterized in that, described first girth member, the second girth member are made up of steel plate.
4. as claimed in claim 1 leakage buries embedded parts structure, it is characterized in that, described first girth member is fixed on concrete beam by crab-bolt, and described second girth member is fixed on concrete beam by crab-bolt, described crab-bolt comprises screw rod, and described screw rod is imbedded in described concrete beam.
5. as claimed in claim 4 leakage buries embedded parts structure, and it is characterized in that, the degree of depth that described screw rod imbeds described concrete beam is 200-400mm.
6. as claimed in claim 4 leakage buries embedded parts structure, and it is characterized in that, described first girth member arranges 24 crab-bolts, and described second girth member arranges 28 crab-bolts.
7. embedded parts structure is buried in the leakage according to any one of claim 1-6, it is characterized in that, also comprise buried plate, described buried plate comprises the first buried plate and the second buried plate, described first buried plate is arranged at the top of described first embedded part, and described second buried plate is arranged at the top of described second embedded part;
Described first buried plate is connected with the first girth member, and described second buried plate is connected with the second girth member.
8. as claimed in claim 7 leakage buries embedded parts structure, it is characterized in that, all arranges stiffening rib above described first buried plate and the second buried plate.
9. as claimed in claim 8 leakage buries embedded parts structure, and it is characterized in that, described stiffening rib is channel-section steel.
10. as claimed in claim 7 leakage buries embedded parts structure, and it is characterized in that, described first girth member, the second girth member, the first buried plate and the second buried plate are connected by perfusion mortar with between concrete beam respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520535585.7U CN204876623U (en) | 2015-07-16 | 2015-07-16 | A structure is buried in hourglass |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520535585.7U CN204876623U (en) | 2015-07-16 | 2015-07-16 | A structure is buried in hourglass |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204876623U true CN204876623U (en) | 2015-12-16 |
Family
ID=54821014
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520535585.7U Active CN204876623U (en) | 2015-07-16 | 2015-07-16 | A structure is buried in hourglass |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204876623U (en) |
-
2015
- 2015-07-16 CN CN201520535585.7U patent/CN204876623U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104060717B (en) | A kind of fabricated shear wall structural wall board fractionation-assemble method | |
| CN106522270A (en) | Pile foundation and retaining wall anti-earthquake retaining structure comprising EPS buffer layers and construction method | |
| CN204662455U (en) | Foundation pit support device reinforced by a kind of adjustable diagonal brace | |
| CN201665875U (en) | Light gravity-type anti-earthquake concrete retaining wall | |
| CN206829461U (en) | After pour teeth groove and be linked and packed formula precast slab | |
| CN204876623U (en) | A structure is buried in hourglass | |
| CN102797362B (en) | Adopt the method in assembled wall board rapid reinforcement masonry structure classroom | |
| KR20100006805U (en) | Holding plate for engineering and construction | |
| CN204225147U (en) | Concrete half gravity reinforced retaining wall | |
| CN105003088B (en) | The construction method of embedded part is leaked in a kind of Construction of Steel Structure | |
| CN110206135A (en) | A kind of stone masonry house foundation ruggedized construction and method | |
| CN206337566U (en) | Foundation ditch vertical prestressing anchor pole supporting construction | |
| KR20120025945A (en) | Reinforcement assembly of concrete file and building foundation | |
| CN210066763U (en) | Foundation pit side wall structure reinforcing and supporting device | |
| RU2633626C1 (en) | Reinforced-ground barrette shallow foundation | |
| CN209353332U (en) | A kind of novel glass fiber reinforced plastic uplift pile | |
| CN202577343U (en) | External reinforcement retaining supporting structure | |
| KR20100007721A (en) | Reinforcement | |
| CN205998106U (en) | A kind of taper pile bearing platform type wing wall structure | |
| CN205475273U (en) | Resistance to plucking ground slope reinforcement device shears | |
| CN204456658U (en) | A kind of strength steel concrete rod structure | |
| CN208717920U (en) | A kind of self-mountable & dismountuble breast beam structure | |
| CN205134330U (en) | Foundation fit base plate trades and props structure in dark excavation supporting construction | |
| CN204491893U (en) | A kind of steel plate shear wall structure | |
| CN104018495A (en) | Bilateral haunched beam circular section anti-slide pile and construction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |