CN206815543U - A kind of assembling frame bean column node - Google Patents

A kind of assembling frame bean column node Download PDF

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Publication number
CN206815543U
CN206815543U CN201720339658.4U CN201720339658U CN206815543U CN 206815543 U CN206815543 U CN 206815543U CN 201720339658 U CN201720339658 U CN 201720339658U CN 206815543 U CN206815543 U CN 206815543U
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China
Prior art keywords
insert
shell body
precast beam
column node
bean column
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CN201720339658.4U
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Chinese (zh)
Inventor
刘斌
陈定球
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Zhuyou Zhizao Technology Investment Co., Ltd
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China Mingsheng Drawin Technology Investment Co Ltd
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Abstract

The utility model belongs to building engineering field, specifically disclose a kind of assembling frame bean column node, including prefabricated post and an at least precast beam, nested arrangement is embedded with the prefabricated post, the nested arrangement includes shell body and insert, the insert is embedded in the shell body and is slidably connected with shell body, and the insert can be moved to the outside of the precast beam along the inner chamber of shell body, and the precast beam is overlapped on the insert.Prefabricated post forms effective dry type by nested arrangement with precast beam and is connected in bean column node of the present utility model, and wet-less operation, without cast-in-place concrete in assembling process, cost savings, speed of application is fast, short construction period.It is embedded in using nested arrangement in prefabricated post and is used to connect precast beam, insert is embedded in shell body, without changing the shape of prefabricated post mold, nor affects on transport.

Description

A kind of assembling frame bean column node
Technical field
The utility model belongs to building engineering field, more particularly to a kind of assembling frame bean column node.
Background technology
Assembling frame structure can greatly improve construction ability and construction speed, be ensured while saving a large amount of labours Build guality.Connected mode is the key problem of the structure in assembling frame structural system, while is also the weakness of the structure Link, as long as there is reliable connection the junction of prefabricated components, it just can guarantee that the safe and reliable of structure.Conventional beam column at present It is connected with two kinds, it is a kind of by the way of composite beam, although such a mode can ensure that the globality of node and connection can well By property, but substantial amounts of cast-in-place work be present, node is mostly situ wet operation, and cloth muscle is complicated, not easy to operate, construction period Slowly.Another kind is to penetrate reserving hole channel in whole precast beam using prestress wire, but presstressed reinforcing steel perforation workload is big, Longer duct grouting construction inconvenience, and be not easy to install, flexibility and speed of application must be built by reducing assembling frame structure.
For the bean column node of assembling frame structure, especially low layer assembling frame structure (such as villa), in order to the greatest extent Amount simplifies connecting structure and construction technology, improves the efficiency of construction of bean column node connection, needs badly and develops new frame beam column connection Node, in it can simplify site operation on the premise of meeting strength performance, facilitate execute-in-place, simplify construction technology, reduce Assembling duration.
Utility model content
The purpose of this utility model is to provide a kind of simple structure, easy construction, can effectively improve the assembling of efficiency of assembling Formula concrete frame joint.
Above-mentioned purpose is to be achieved through the following technical solutions：A kind of assembling frame bean column node, including prefabricated post and extremely Lack a precast beam, be embedded with nested arrangement in the prefabricated post, the nested arrangement includes shell body and insert, described embedding Enter part to be embedded in the shell body and be slidably connected with shell body, the insert can be moved to described pre- along the inner chamber of shell body The outside of beam processed, the precast beam are overlapped on the insert.The utility model is in the prefabrication process of prefabricated post, by nesting Device is embedded in prefabricated post, in assembling process, hoisting prefabricated post, after prefabricated post is stood well, insert is taken out from shell body Go out to the outside of precast beam, then hoisting prefabricated beam so that precast beam is overlapped on the insert and preferably formed with insert It is reliably connected, prefabricated post forms effective dry type by nested arrangement with precast beam and is connected in above-mentioned bean column node, without wet work Industry, while without cast-in-place concrete in assembling process, cost savings, speed of application is fast, short construction period.Using nested arrangement It is embedded in prefabricated post and is used to connect precast beam, insert is embedded in shell body, without changing the shape of prefabricated post mold Shape, nor affect on transport.
In actual mechanical process, when need be respectively provided with precast beam in more sides of prefabricated post when, as prefabricated post offside all The situation of prefabricated company is set, and insert is divided into two parts, can be the outside for all extending out to prefabricated post to shell body both ends respectively For connecting prefabricated post；When three side arrangement above precast beam that need to be in prefabricated post, multiple nested arrangements can be set.
Further, an at least madial wall for the shell body is provided with stopper slot, and the insert is provided with position-limitting pin, institute State at the top of position-limitting pin in the embedded stopper slot.In this way, stopper slot plays certain guide effect, at the same stopper slot with it is spacing The cooperation of pin can avoid completely disengaging shell body during insert sliding process, and ability is more it will be appreciated by the skilled person that be able to will rise To position-limiting action, the end of stopper slot is unable to the end of case extension body.
Further, the both ends open of the shell body, the one end of the stopper slot along shell body opening extend to the other end, The end of the stopper slot is provided with spacing hole, and the insert is provided with accommodating hole, elastic component, the limit are provided with the accommodating hole Position pin is placed in accommodating hole and is connected with elastic component, is caught at the top of the position-limitting pin in the spacing hole.In this way, installation When, when insert to be slided out to the outside of prefabricated post, when sliding into the end of stopper slot, spacing hole is caught at the top of position-limitting pin In, play position-limiting action, it is ensured that during the dropping place of precast beam insert can neither to outside cunning can not because collision to Slipped into shell body.It should be appreciated that the depth of spacing hole should be more than the depth of stopper slot.
Further, the end of the stopper slot is provided with neck, and the top card of the position-limitting pin is accessed in the neck.Such as This, during installation, when insert to be slided out to the outside of prefabricated post, when sliding into the end of stopper slot, is caught at the top of position-limitting pin In buckling groove, position-limiting action is played, it is ensured that insert can neither can not be because to outside cunning during the dropping place of precast beam Collide and slipped into shell body.
Further, the shell body is fixedly connected with anchor rib, and the anchor rib is anchored in prefabricated post.It is arranged such, Anchor force of the nested arrangement in prefabricated post can be increased, improve the globality of the two, be advantageous to the transmission of power.
Further, the insert is enclosed can, the size of the can and the shell intracoelomic cavity phase Matching.
Further, it is provided with reinforcement inside the can.In this way, the intensity of increase can, improves its bearing load Ability.
Further, the precast beam is provided with notch close to the bottom of one end of prefabricated post, and the can is embedded in the groove It is intraoral.So, it is ensured that make the not exposed bottom to precast beam of insert, i.e., insert now is hidden in formation in precast beam Hidden bracket, be so advantageous to later stage decoration, do not affect the appearance.
Further, the size of the notch matches with the size of the can.The size of the buckling groove and the ox The size of leg matches, the bracket be embedded in the buckling groove after can operative constraint precast beam end, it is ensured that beam-ends is on ground The lower destruction of shake effect is smaller not to be destroyed even, and now, bracket with precast beam without being attached using other connectors, apply by simplification Work technique.
Further, the stitching portion of the can and precast beam, which is provided with, sits pulp layer or cushion.It is arranged such, on the one hand has Beneficial to the leveling of precast beam, certain cushioning effect on the other hand is played in precast beam dropping place, avoids precast beam dropping place process Component is caused to damage, while in the case where setting seat pulp layer, the caking property of insert and precast beam Mosaic face can be increased, carried The high globality of the two.
Brief description of the drawings
Form a part of accompanying drawing of the present utility model to be used for providing further understanding to of the present utility model, this practicality is new The schematic description and description of type is used to explain the utility model, does not form to improper restriction of the present utility model.
Fig. 1 is the front section view of the assembling frame bean column node involved by a kind of embodiment of the utility model；
Fig. 2 is the A-A faces sectional view of assembling frame bean column node involved in Fig. 1；
Fig. 3 is the structural representation of the nested arrangement involved by a kind of embodiment of the utility model；
Fig. 4 is the structural representation of the shell body of the nested arrangement involved by a kind of embodiment of the utility model；
Fig. 5 is the structural representation of the insert of the nested arrangement involved by a kind of embodiment of the utility model；
Fig. 6 is the cross-sectional end view of precast beam involved in Fig. 1；
Fig. 7 is the front section view of the assembling frame bean column node involved by the utility model another embodiment；
Fig. 8 and Fig. 9 is respectively the vertical view of the assembling frame bean column node involved by a kind of embodiment of the utility model Profile.
In figure：
The shell body of 1 prefabricated post, 2 precast beam, 3 nested arrangement 4
The spacing hole of 5 insert, 6 stopper slot, 7 position-limitting pin 8
The notch 11 of 9 anchor rib 10 sits pulp layer
Embodiment
The utility model is described in detail below in conjunction with the accompanying drawings, the description of this part be only it is exemplary and explanatory, There should not be any restriction effect to the scope of protection of the utility model.In addition, those skilled in the art's retouching according to this document State, respective combination can be carried out to the feature in embodiment in this document and in different embodiments.
The utility model embodiment is as follows, referring to Figures 1 and 2, a kind of assembling frame bean column node, including prefabricated post 1 An at least precast beam 2, is embedded with nested arrangement 3 in the prefabricated post 1, and the nested arrangement 3 includes shell body 4 and embedded Part 5, the insert 5 are embedded in the shell body 4 and are slidably connected with shell body 4, and the insert 5 can be along shell body 4 Inner chamber is moved to the outside of the precast beam 2, and the precast beam 2 is overlapped on the insert 5.The utility model is in prefabricated post In 1 prefabrication process, nested arrangement 3 is embedded in prefabricated post 1, in assembling process, hoisting prefabricated post 1, prefabricated post 1 is stood Afterwards, insert 5 is drawn to the outside of precast beam 2, then hoisting prefabricated beam 2 from shell body 4 so that precast beam 2 is overlapped on institute State on insert 5 and preferably formed with insert 5 and is reliably connected, in above-mentioned bean column node prefabricated post 1 with precast beam 2 by embedding Covering device 3 forms effective dry type connection, wet-less operation, while cost savings, is applied without cast-in-place concrete in assembling process Work speed is fast, short construction period.It is embedded in using nested arrangement 3 in prefabricated post 1 and is used to connect precast beam 2, insert 5 is embedding Enter in shell body 4, without changing the shape of the mould of prefabricated post 1, nor affect on transport.
In actual mechanical process, such as Fig. 1 and Fig. 7~9, when needing to be respectively provided with precast beam 2 in more sides of prefabricated post 1, Offside such as prefabricated post 1 all sets the situation of prefabricated company, and insert 5 divides for two parts, can be respectively to the both ends of shell body 4 all The outside for extending out to prefabricated post 1 is used to connect prefabricated post 1, also can the part of shell body 4 stretch out prefabricated post 1, after insert 5 skids off It extend out to the opposite side of prefabricated post 1；When three side arrangement above precast beam 2 that need to be in prefabricated post 1, multiple nested arrangements can be set 3。
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 3~5, the shell body 4 is at least One madial wall is provided with stopper slot 6, and the insert 5 is provided with position-limitting pin 7, and the top of position-limitting pin 7 insertion is described spacing In groove 6.In this way, stopper slot 6 plays certain guide effect, while the cooperation of stopper slot 6 and position-limitting pin 7 can avoid insert Completely disengage shell body 4 during 5 sliding process, ability more it will be appreciated by the skilled person that position-limiting action can be played, stopper slot 6 End is unable to the end of case extension body 4.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 3~5, the both ends of the shell body 4 Opening, the stopper slot 6 extend along one end that shell body 4 is open to the other end, and the end of the stopper slot 6 is provided with spacing hole 8, The insert 5 is provided with accommodating hole, is provided with elastic component in the accommodating hole, the position-limitting pin 7 be placed in accommodating hole and with bullet Property part is connected, and the top of the position-limitting pin 7 is caught in the spacing hole 8.In this way, during installation, insert 5 is slided out to prefabricated During the outside of post 1, when sliding into the end of stopper slot 6, the top of position-limitting pin 7 is caught in spacing hole 8, plays position-limiting action, can Ensure that insert 5 can not can neither slip into outside cunning because colliding into shell body 4 during the dropping place of precast beam 2.Should Work as understanding, the depth of spacing hole 8 should be more than the depth of stopper slot 6.
On the basis of above-described embodiment, in another embodiment of the utility model, the end of the stopper slot 6 is provided with neck, The top card of the position-limitting pin 7 is accessed in the neck.In this way, during installation, insert 5 is slided out to the outside of prefabricated post 1 When, when sliding into the end of stopper slot 6, the top of position-limitting pin 7 is caught in buckling groove, plays position-limiting action, it is ensured that prefabricated Insert 5 can not can neither slip into outside cunning because colliding into shell body 4 during the dropping place of beam 2.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 3, the shell body 4 is fixedly connected with Anchor rib 9, the anchor rib 9 are anchored in prefabricated post 1.It is arranged such, anchoring of the nested arrangement 3 in prefabricated post 1 can be increased Power, the globality of the two is improved, be advantageous to the transmission of power.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 3, the insert 5 is enclosed Can, the size of the can match with the inner chamber of shell body 4.
On the basis of above-described embodiment, in another embodiment of the utility model, reinforcement is provided with inside the can.Such as This, increases the intensity of can, improves the ability of its bearing load.
On the basis of above-described embodiment, in another embodiment of the utility model, as Fig. 1 and Fig. 6, the precast beam 2 are close The bottom of one end of prefabricated post 1 is provided with notch 10, and the can is embedded in the notch 10.So, it is ensured that make insert 5 The not exposed bottom to precast beam 2, i.e., insert 5 now are hidden in formation hidden bracket in precast beam 2, are so advantageous to the later stage Decoration, does not affect the appearance.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1 and Fig. 2, the size of the notch 10 Matched with the size of the can.The size of the buckling groove and the size of the bracket match, and the bracket is embedded in institute After stating in buckling groove can operative constraint precast beam 2 end, it is ensured that beam-ends destroyed under geological process it is smaller do not destroy even, this When, bracket, without being attached using other connectors, simplifies construction technology with precast beam 2.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, the can and precast beam 2 Stitching portion, which is provided with, sits pulp layer 11 or cushion.It is arranged such, is on the one hand advantageous to the leveling of precast beam 2, on the other hand prefabricated Certain cushioning effect is played during 2 dropping place of beam, avoids the dropping place process of precast beam 2 from causing to damage to component, while slurry is sat setting In the case of layer 11, the caking property of insert 5 and the Mosaic face of precast beam 2 can be increased, improve the globality of the two.
Described above is only preferred embodiment of the present utility model, it is noted that for the common skill of the art For art personnel, on the premise of the utility model principle is not departed from, some improvements and modifications can also be made, these improve and Retouching also should be regarded as the scope of protection of the utility model.

Claims (10)

1. a kind of assembling frame bean column node, including prefabricated post and an at least precast beam, it is characterised in that the prefabricated post In be embedded with nested arrangement, the nested arrangement includes shell body and insert, and the insert is embedded in the shell body simultaneously It is slidably connected with shell body, the insert can be moved to the outside of the precast beam, the precast beam along the inner chamber of shell body It is overlapped on the insert.
2. assembling frame bean column node according to claim 1, it is characterised in that at least one inner side of the shell body Wall is provided with stopper slot, and the insert is provided with position-limitting pin, is embedded at the top of the position-limitting pin in the stopper slot.
3. assembling frame bean column node according to claim 2, it is characterised in that the both ends open of the shell body, The one end of the stopper slot along shell body opening extends to the other end, and the end of the stopper slot is provided with spacing hole, the insertion Part is provided with accommodating hole, and elastic component is provided with the accommodating hole, and the position-limitting pin is placed in accommodating hole and is connected with elastic component, institute State and be caught at the top of position-limitting pin in the spacing hole.
4. assembling frame bean column node according to claim 2, it is characterised in that the end of the stopper slot is provided with card Groove, the top card of the position-limitting pin are accessed in the neck.
5. the assembling frame bean column node according to Claims 1 to 4 any one, it is characterised in that the shell body Anchor rib is fixedly connected with, the anchor rib is anchored in prefabricated post.
6. assembling frame bean column node according to claim 5, it is characterised in that the insert is enclosed gold Belong to box, the size of the can matches with the shell intracoelomic cavity.
7. assembling frame bean column node according to claim 6, it is characterised in that be provided with and strengthen inside the can Muscle.
8. assembling frame bean column node according to claim 5, it is characterised in that the precast beam is close to prefabricated post The bottom of one end is provided with notch, and the can is embedded in the notch.
9. assembling frame bean column node according to claim 8, it is characterised in that the size of the notch and the gold Belong to the size matching of box.
10. assembling frame bean column node according to claim 8, it is characterised in that the can and precast beam Stitching portion, which is provided with, sits pulp layer or cushion.
CN201720339658.4U 2017-03-31 2017-03-31 A kind of assembling frame bean column node Active CN206815543U (en)

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Application Number Priority Date Filing Date Title
CN201720339658.4U CN206815543U (en) 2017-03-31 2017-03-31 A kind of assembling frame bean column node

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Application Number Priority Date Filing Date Title
CN201720339658.4U CN206815543U (en) 2017-03-31 2017-03-31 A kind of assembling frame bean column node

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110029727A (en) * 2019-04-22 2019-07-19 东南大学 A kind of assembling type node of combination shock resistant damping
CN110145026A (en) * 2019-06-20 2019-08-20 安徽建筑大学 A kind of connecting elements of assembly concrete frame beam column

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110029727A (en) * 2019-04-22 2019-07-19 东南大学 A kind of assembling type node of combination shock resistant damping
CN110145026A (en) * 2019-06-20 2019-08-20 安徽建筑大学 A kind of connecting elements of assembly concrete frame beam column

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