CN206769051U - A kind of assembled integral column connected node - Google Patents

A kind of assembled integral column connected node Download PDF

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Publication number
CN206769051U
CN206769051U CN201720398407.3U CN201720398407U CN206769051U CN 206769051 U CN206769051 U CN 206769051U CN 201720398407 U CN201720398407 U CN 201720398407U CN 206769051 U CN206769051 U CN 206769051U
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CN
China
Prior art keywords
prefabricated post
node
concrete filled
steel
tenon
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.)
Expired - Fee Related
Application number
CN201720398407.3U
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Chinese (zh)
Inventor
陈思萍
Original Assignee
陈思萍
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Filing date
Publication date
Application filed by 陈思萍 filed Critical 陈思萍
Priority to CN201720398407.3U priority Critical patent/CN206769051U/en
Application granted granted Critical
Publication of CN206769051U publication Critical patent/CN206769051U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model provides a kind of assembled integral column connected node, including the first prefabricated post, second prefabricated post, stress indulges muscle, concrete filled steel tube tenon, spiral sleeve, steel bushing, reinforced steel bar ring, cast-in-place connecting node, first prefabricated post, stress is set to indulge muscle and stirrup in second prefabricated post, concrete filled steel tube tenon stretches out the first prefabricated post bottom and inserted in steel bushing, it is welded to connect in cast-in-place connecting node with steel bushing, the steel bushing is located at the second prefabricated post upper surface, the stress indulges muscle point and passes through spiral sleeve connection in cast-in-place connecting node, the concrete filled steel tube tenon on steel bushing with being formed with reinforced steel bar ring, bonded with strengthening.The utility model connects accurate positioning using tenon, is connected firmly, and concrete filled steel tube tenon saves template and is not easy to damage in transportation, easy to assembly with rolling straight thread sleeve connection longitudinal reinforcement, is unlikely to deform.

Description

A kind of assembled integral column connected node
Technical field
It the utility model is related to building structure field, more particularly to a kind of assembled integral column connected node.
Background technology
" 13 " plan announce since, country greatly develop promote assembled architecture technology, so since for prefabricated The utilization amount of post will increase.In work progress, the connection for prefabricated assembled post, the stress performance of tenon formula post connection is most Good, application is also most, but current tenon formula Column border node is typically connected using armored concrete tenon, and post indulges muscle then using welding Or cold extrusion sleeve connection, this tenon are not easy to make, are easily damaged, indulge muscle welding or cold extrusion after only have internal stress and It is deformed, adds the assembled difficulty of joint.
Utility model content
In order to solve the above problems, the utility model provides one kind and makees tenon with steel tube concrete soil material, straight with rolling Screw shell carrys out the new assembled integral column connected node that connecting pole indulges muscle.
Technical scheme provided by the utility model is:A kind of assembled integral column connected node, including the first prefabricated post 1st, the second prefabricated post 2, stress indulge muscle 3, concrete filled steel tube tenon 4, spiral sleeve 5, steel bushing 6, reinforced steel bar ring 7, cast-in-place company Connect node 8;First prefabricated post 1 and the integral preform of concrete filled steel tube tenon 4, second prefabricated post 2 and the one of steel bushing 6 It is prefabricated, set stress to indulge muscle 3 and stirrup in the first prefabricated post 1, the second prefabricated post 2;It is prefabricated that concrete filled steel tube tenon 4 stretches out first The bottom of post 1 is simultaneously inserted in steel bushing 6, is welded to connect with steel bushing 6 in the cast-in-place connecting node 8, and the steel bushing 6 is located at the The upper surface of two prefabricated post 2;The stress is indulged muscle 3 and stretched out respectively from the lower surface of the first prefabricated post 1, the upper surface of the second prefabricated post 2, and Connected in cast-in-place connecting node 8 by spiral sleeve 5.
The concrete filled steel tube tenon 4 is with being formed with reinforced steel bar ring 7, a diameter of 10mm of reinforced steel bar ring 7, with enhancing on steel bushing 6 Bond.
The 4 long 1000mm of concrete filled steel tube tenon, embedment upper prop 400mm.
The spiral sleeve 6 is roll forming straight screw sleeve.
The beneficial effect that the utility model reaches:The utility model connects accurate positioning using tenon, is connected firmly, steel pipe Concrete tenon saves template and is not easy to damage in transportation, with rolling straight thread sleeve connection longitudinal reinforcement assembling side Just, it is unlikely to deform.
Brief description of the drawings
Accompanying drawing described herein is to be further understood for providing to of the present utility model, forms one of the application Point, but do not form to restriction of the present utility model.
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the concrete filled steel tube tenon schematic diagram.
Wherein, 1 is the first prefabricated post, and 2 be the second prefabricated post, and 3 be that stress indulges muscle, and 4 be concrete filled steel tube tenon, and 5 be spiral shell Line reinforced bar sleeve, 6 be steel bushing, and 7 be reinforced steel bar ring, and 8 be cast-in-place connecting node.
Embodiment
In order to which the utility model is described in further detail, it is as follows that its embodiment is now disclosed.
According to Fig. 1, Fig. 2, in specific implementation, a kind of assembled integral column connected node, including the first prefabricated post 1, second Prefabricated post 2, stress indulge muscle 3, concrete filled steel tube tenon 4, spiral sleeve 5, steel bushing 6, reinforced steel bar ring 7, cast-in-place connecting node 8;First prefabricated post 1 and the integral preform of concrete filled steel tube tenon 4, second prefabricated post 2 and the integral preform of steel bushing 6, Stress is set to indulge muscle 3 and stirrup in first prefabricated post 1, the second prefabricated post 2;Concrete filled steel tube tenon 4 is stretched out under the first prefabricated post 1 End is simultaneously inserted in steel bushing 6, is welded to connect in cast-in-place connecting node 8 with steel bushing 6, and the steel bushing 6 is pre- positioned at second The upper surface of post 2 processed;The stress is indulged muscle 3 and stretched out respectively from the lower surface of the first prefabricated post 1, the upper surface of the second prefabricated post 2, and existing Pour and connected in connecting node 8 by spiral sleeve 5.
In specific implementation, be formed with reinforced steel bar ring 7 on the concrete filled steel tube tenon 4 and steel bushing 6, reinforced steel bar ring 7 it is a diameter of 10mm, to strengthen bonding.
In specific implementation, the 4 long 1000mm of concrete filled steel tube tenon, upper prop 400mm, the spiral sleeve are embedded to 6 be roll forming straight screw sleeve.

Claims (4)

1. a kind of assembled integral column connected node, including the first prefabricated post (1), the second prefabricated post (2), stress are indulged muscle (3), showed Pour connecting node (8), it is characterised in that:Also include concrete filled steel tube tenon (4), spiral sleeve (5), steel bushing (6), steel Muscle ring (7);First prefabricated post (1) and concrete filled steel tube tenon (4) integral preform, second prefabricated post (2) and steel bushing Cylinder (6) integral preform, the first prefabricated post (1), the second prefabricated post (2) are interior to set stress to indulge muscle (3) and stirrup;Concrete filled steel tube tenon Head (4) stretches out the first prefabricated post (1) bottom and simultaneously inserted in steel bushing (6), in cast-in-place connecting node (8) with steel bushing (6) It is welded to connect, the steel bushing (6) is located at the second prefabricated post (2) upper surface;The stress indulges muscle (3) respectively from the first prefabricated post (1) lower surface, the second prefabricated post (2) upper surface are stretched out, and are connected in cast-in-place connecting node (8) by spiral sleeve (5) Connect.
2. column connected node according to claim 1, it is characterised in that:The concrete filled steel tube tenon (4) and steel bushing (6) reinforced steel bar ring (7), a diameter of 10mm of reinforced steel bar ring (7) are formed with.
3. column connected node according to claim 1, it is characterised in that:The long 1000mm of the concrete filled steel tube tenon (4), It is embedded to upper prop 400mm.
4. column connected node according to claim 1, it is characterised in that:The spiral sleeve (6) is the straight spiral shell of roll forming Line sleeve.
CN201720398407.3U 2017-04-14 2017-04-14 A kind of assembled integral column connected node Expired - Fee Related CN206769051U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720398407.3U CN206769051U (en) 2017-04-14 2017-04-14 A kind of assembled integral column connected node

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720398407.3U CN206769051U (en) 2017-04-14 2017-04-14 A kind of assembled integral column connected node

Publications (1)

Publication Number Publication Date
CN206769051U true CN206769051U (en) 2017-12-19

Family

ID=60630695

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720398407.3U Expired - Fee Related CN206769051U (en) 2017-04-14 2017-04-14 A kind of assembled integral column connected node

Country Status (1)

Country Link
CN (1) CN206769051U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109779155A (en) * 2019-01-30 2019-05-21 中建科技有限公司深圳分公司 Prefabricated cylinder, building structure and the construction method of the building structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109779155A (en) * 2019-01-30 2019-05-21 中建科技有限公司深圳分公司 Prefabricated cylinder, building structure and the construction method of the building structure
CN109779155B (en) * 2019-01-30 2020-10-20 中建科技有限公司深圳分公司 Prefabricated assembled column, building structure and construction method of building structure

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GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20171219

Termination date: 20180414

CF01 Termination of patent right due to non-payment of annual fee