CN208088522U - A kind of novel fabricated bean column node of imitative joggle - Google Patents
A kind of novel fabricated bean column node of imitative joggle Download PDFInfo
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- CN208088522U CN208088522U CN201721665826.5U CN201721665826U CN208088522U CN 208088522 U CN208088522 U CN 208088522U CN 201721665826 U CN201721665826 U CN 201721665826U CN 208088522 U CN208088522 U CN 208088522U
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- prefabricated
- tongue
- groove
- node
- tenon
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Abstract
The utility model discloses a kind of novel fabricated bean column node of imitative joggle, is made of the prefabricated tongue-and-groove of styletable and the prefabricated tenon of beam-ends.Pre-buried dowel and steel plate in column；Three face steel plate of outside weld, wherein both sides steel plate are L-shaped, and a prefabricated tongue-and-groove is integrally formed；Tongue-and-groove bottom plate presets duct and places rubber sheet gasket；Prefabricated tenon is made of concrete, peripheral Baogang and elongated bolt.Tenon is directly sleeved on tongue-and-groove by scene, fixed bottom nut, and welds angle steel above beam column overlap joint.The utility model by tongue-and-groove and tenon be engaged and the shearing resistance of bolt provides the bearing capacity of node, enhance the strength and stability of node；For connection construction based on " dry operation ", installation is in place convenient and time-saving；Rubber sheet gasket and angle steel are placed, makes node that there is certain runback bit function.
Description
Technical field
The utility model is related to a kind of novel fabricated bean column nodes of imitative joggle, belong to prefabricated assembled field.
Background technology
Prefabrication refers to being built made of assemble in site with prefabricated component.This building, which has, builds speed
Degree is fast, and climate conditionality is small, saves labour, reduces energy resource and occupies and consume and construction quality and performance can be improved
The characteristics of, there is vast potential for future development.
There have been some representative prefabrication projects and demonstration project in China at present, is ground in structural system
Achieve some achievements and progress on studying carefully, but in practical application there is also some critical issues have it is to be solved.
The connecting node of prefabricated assembled concrete component is that the connection type of weak link and component determines that structure is whole
The stability of body.Domestic existing the relevant technologies regulation pours monoblock type connection method, such connecting node area master after being all made of at present
Muscle and construction stiffener all connect, and prefabricated components are linked as entirety by node area using rear pouring concrete and grouting material, from
And the structural elements is made to be linked to be mutually unified entirety, ensure the globality of structure, weak part is effectively treated.Assembled integral
In structure, the bar connecting of node and seam crossing preferably uses mechanical connection, sleeve grouting connection and is welded to connect, between can also be used
Connect overlap joint.
Thin doctor, which is accounted for, more than later stage nineteen sixty (DR.ALFRED A.YEE) has invented straight screw sleeve connection device, Splice
Sleeve receives the prefabricated post steel bar joining (Honolulu, Hawaii) in hotel in 38 buildings my moirs for the first time, has started column continued access
Rigid joint；Japanese TTK companies are modified to shorter Tops Sleeve.The principle of reinforced bar sleeve grouting connection is through casting
Hollow type sleeve, reinforcing bar penetrates sleeve inner from both ends open, need not overlap or fuse, filled between reinforcing bar and sleeve high-strength
The structural mortar of microdilatancy is spent, that is, completes steel bar joining action.
Presently, there are problems with for the connection of prefabricated assembled component：
1. carry out bar connecting using reinforced bar sleeve grouting connection type at present, neither one is unified, specification and specific
Construction method can follow, when practice of construction be inevitably present constructing operation it is more random, it is lack of standardization, cumbersome, apply
The problems such as work work is relatively low, quality of connection is poor easily causes the waste of time and cost and consequence that node quality is difficult to ensure.
2. although reinforced bar sleeve grouting interconnection technique has well solved longitudinal steel in prefabricated assembled concrete structure
Muscle connectivity problem can effectively realize the equivalent cast-in-place design requirement of assembly.But the most internal structure of sleeve of current generally use
Complexity, manufacturing process is cumbersome, and cost is higher, and high to the accuracy of alignment requirement that need to connect reinforcing bar, and there are bar connecting processes
Complicated, the defects of hand labor intensity is big, connection speed is slow.
3. overlapped, marching method cannot be used for the linking of big standard reinforcing bar, add shortcoming there are many welding,
(such as steel raw material is stable, the poor situation of solderability；Power supply is not stable or the horizontal poor situation of welder；Duration is tight, capacitance
Not all right situation；And the ice-cold equal climatic effects of wind and rain；The also construction plan in the high place of fire prevention demand；Horizontal reinforcement shows
The quality and speed of field linking.) welding quality is unable to ensure.
Joggle as the common skill of China's traditional architecture and ancients' crystallization of wisdom, be it is a kind of by tenon be inserted into mortise or
The juncture of tongue-and-groove, concrete operations are：In two block of material, one piece is made tenon, and another piece is made mortise or tongue-and-groove, and two pieces are worn
To together, two block of material are fixed together by friction or occlusion by material.The utility model is summarizing prefabricated assembled company
On the basis of the Problems Existing connect, the juncture of joggle is used for reference, it is proposed that a kind of novel joint.
Utility model content
The purpose of this utility model is to provide a kind of reliable in quality, assembly overlap joint is convenient, the good imitative tenon of anti-seismic performance
Connect assembled bean column node.
The utility model is used for reference the wooden skill joggle method of tradition and is combined with being bolted, by analysis node loading characteristic,
Energy consumption process and overlap joint mechanism propose a kind of new approaches of novel joint, i.e. beam column overlap joint is main by the way of imitative joggle,
Node is made of the prefabricated tongue-and-groove of styletable and the prefabricated tenon of beam-ends：On the one hand, the pre-embedded steel slab in column, and pass through dowel and column
Inner concrete anchor connection, three face steel plate of outside weld, wherein both sides steel plate are L-shaped, and the prefabricated tenon in a U-shaped section is integrally formed
Slot presets duct on tongue-and-groove bottom plate and places rubber sheet gasket；On the other hand, prefabricated tenon by concrete, peripheral Baogang and
Elongated bolt composition.When assembled in situ, directly prefabricated tenon is placed on prefabricated tongue-and-groove, is engaged and is provided by the high intensity of the two
The bearing capacity of node, while fixed bottom nut, and welding angle steel is used as fixed and dissipative cell above beam column overlap joint.
What the utility model node was brought has the beneficial effect that：
1. the utility model node joint imitates joggle and bolted mode, by tenon and tongue-and-groove it is high-strength be engaged with
And the shear behavior of bolt provides the bearing capacity of node, greatly strengthens the strength and stability of node, meets that " strong node is weak
The design requirement and feature of component ".
It is finished 2. all components required by the utility model node are all prefabricated in the factory, realizes " industrialization " production；
Tenon need to be only placed on to tongue-and-groove, fixed bottom nut when in-site installation, and weld angle steel, it is whole based on " dry operation ",
Installation is in place convenient and time-saving, overcomes the defect of traditional construction technique.
3. the utility model substitutes traditional sleeve grouting technique, more " economy " using the assembly method for imitating joggle.
4. the utility model node places rubber sheet gasket at the steel plate of prefabricated tongue-and-groove bottom surface, can fill prefabricated error causes
Uneven gap, also can energy-dissipating and shock-absorbing, and mitigate the friction between contact steel plate and collsion damage, and then improve node
Anti-seismic performance enhances the stability of node, and node is made to have certain runback bit function.
5. the utility model node welds angle steel above beam column overlap joint, angle steel not only serves as the dissipative member of earthquake,
And the beam column relative displacement that the imitative dovetail manner may be brought can be limited as the retaining element of beam column, in certain journey
The Self-resetting of node is realized on degree, while also enhancing the load-carrying properties of node.
Description of the drawings
Fig. 1 node stereograms；In Fig. 1,1- prefabricated posts, 2- precast beams, 14- angle steel.
Fig. 2 bean column node detail drawings；In Fig. 2,1- prefabricated posts, 2- precast beams, the prefabricated tongue-and-grooves of 3-, the prefabricated tenons of 4-, 5- anchor bolts,
6- pre-embedded steel slabs, the sides 7- steel plate, the bottom surfaces 8- steel plate, 9- preset duct, 10- rubber sheet gaskets, 11- concrete, 12- Baogangs, 13-
Bolt.
The fractionation schematic diagram of Fig. 3 beam-ends tenons；11- concrete, 12- Baogangs, 13- bolts.
Specific implementation mode
Be a kind of novel fabricated bean column node of imitative joggle shown in Fig. 2, by prefabricated tongue-and-groove (3) and prefabricated tenon (4) into
Row is imitated joggle and is formed, pre-buried dowel (5) and steel plate (6) in column, three face steel plate of outside weld, and wherein both sides steel plate (7) is L-shaped,
The prefabricated tongue-and-groove in a U-shaped section is integrally formed；Tongue-and-groove bottom plate (8) presets duct (9) and places rubber sheet gasket (10)；In addition,
A hollow Baogang (12) mating with tongue-and-groove is first made, elongated bolt (13) is run through entire Baogang, will be mixed when being prefabricated in the factory
Solidifying soil (11) is poured removes template inside completely entire Baogang, and prefabricated tenon is just formed after waiting molding.Scene is directly finished prefabricated
Tenon is sleeved on tongue-and-groove, bottom nut is fixed behind the default duct that bolt passes through tongue-and-groove, and weld angle above beam column overlap joint
Steel (14), connection construction is based on " dry operation ".
The above is only the preferred embodiment of the present invention, is not intended to limit the utility model, all in this practicality
Within novel spirit and principle, any modification, equivalent replacement, improvement and so on should be included in the guarantor of the utility model
Within the scope of shield.
Claims (3)
1. a kind of novel fabricated bean column node of imitative joggle, which is characterized in that by styletable prefabricated tongue-and-groove and beam-ends it is prefabricated
Tenon forms；Tongue-and-groove bottom plate presets duct and places rubber sheet gasket；Tenon is sleeved on tongue-and-groove, fixed bottom nut, and in beam
Weld angle steel in column overlap joint top.
2. a kind of novel fabricated bean column node of imitative joggle according to claim 1, characterized in that the prefabricated tenon of styletable
Slot is formed by being connected in the pre-embedded steel slab of cylinder and three face steel plates of outside weld by dowel.
3. a kind of novel fabricated bean column node of imitative joggle according to claim 1, characterized in that the prefabricated tenon of beam-ends
Head is made of concrete, peripheral Baogang and elongated bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721665826.5U CN208088522U (en) | 2017-12-04 | 2017-12-04 | A kind of novel fabricated bean column node of imitative joggle |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721665826.5U CN208088522U (en) | 2017-12-04 | 2017-12-04 | A kind of novel fabricated bean column node of imitative joggle |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208088522U true CN208088522U (en) | 2018-11-13 |
Family
ID=64068176
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721665826.5U Expired - Fee Related CN208088522U (en) | 2017-12-04 | 2017-12-04 | A kind of novel fabricated bean column node of imitative joggle |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208088522U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109898647A (en) * | 2019-03-01 | 2019-06-18 | 东南大学 | A kind of assembled welding energy-dissipating and shock-absorbing node |
| CN110130206A (en) * | 2019-04-22 | 2019-08-16 | 上海大学 | A kind of new Joining Structure of packaged type bridges substructure |
| CN110387973A (en) * | 2019-08-09 | 2019-10-29 | 重庆渝建实业集团股份有限公司 | A kind of U-shaped solid model beams of concrete crossover node and its method of concreting |
-
2017
- 2017-12-04 CN CN201721665826.5U patent/CN208088522U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109898647A (en) * | 2019-03-01 | 2019-06-18 | 东南大学 | A kind of assembled welding energy-dissipating and shock-absorbing node |
| CN110130206A (en) * | 2019-04-22 | 2019-08-16 | 上海大学 | A kind of new Joining Structure of packaged type bridges substructure |
| CN110387973A (en) * | 2019-08-09 | 2019-10-29 | 重庆渝建实业集团股份有限公司 | A kind of U-shaped solid model beams of concrete crossover node and its method of concreting |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181113 Termination date: 20191204 |
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| CF01 | Termination of patent right due to non-payment of annual fee |