CN206635963U - A kind of new prefabricated integral frame structure prefabricated post, girder connection support system - Google Patents
A kind of new prefabricated integral frame structure prefabricated post, girder connection support system Download PDFInfo
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- CN206635963U CN206635963U CN201720297888.9U CN201720297888U CN206635963U CN 206635963 U CN206635963 U CN 206635963U CN 201720297888 U CN201720297888 U CN 201720297888U CN 206635963 U CN206635963 U CN 206635963U
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Abstract
It the utility model is related to Civil structure assembling structure system technical field, especially a kind of new prefabricated integral frame structure prefabricated post, girder connection support system, including precast beam support frame and precast beam, the precast beam support frame includes square tube and pipe, lower muscle uses lower muscle cold extrusion sleeve connection, bean column node completes bean column node connection by forming cast-in-place area after supporting module, the boom support high-strength bolt preformed hole corresponding with high-strength split bolt preformed hole is reserved with the downside of the prefabricated post, the inner chamber of the high-strength split bolt preformed hole and boom support high-strength bolt preformed hole is spirally connected by high-strength split bolt, and the high-strength split bolt passes through high-strength nut twist-on.Raise labour productivity, reduce artificial input, reduce the labor intensity of worker, cost is greatly reduced, be advantageous to the popularization and application of prefabricated integral frame structure, promoted the development of assembling frame structure, reach energy-saving and emission-reduction, the effect of low-carbon consumption reduction.
Description
Technical field
It the utility model is related to Civil structure assembling structure system technical field, more particularly to a kind of new assembling is whole
Body formula frame structure prefabricated post, girder connection support system.
Background technology
Existing prefabricated integral frame structure prefabricated post, girder connection support system, it has not been convenient to frame structure prefabricated components
Site operation is installed, and reduces labor productivity, increases artificial input, is improved the labor intensity of worker, is increased cost, be unfavorable for
The popularization and application of prefabricated integral frame structure.Therefore, it is proposed that a kind of new prefabricated integral frame structure prefabricated post, beam
Nodal support system.
Utility model content
The purpose of this utility model is to solve shortcoming present in prior art, existing prefabricated integral frame knot
Structure prefabricated post, girder connection support system, it has not been convenient to which frame structure prefabricated components site operation is installed, and reduces labor productivity, is increased
Add artificial input, improve the labor intensity of worker, increase cost, be unfavorable for the popularization and application of prefabricated integral frame structure.
And a kind of new prefabricated integral frame structure prefabricated post, the girder connection support system of proposition.
To achieve these goals, the utility model employs following technical scheme：
Design a kind of new prefabricated integral frame structure prefabricated post, girder connection support system, including precast beam support frame
And precast beam, the precast beam support frame include square tube and pipe, the precast beam support frame is by three square tubes solderings, in triangle
Shape support, wherein the side of a transverse direction square tube is welded with pipe by the weld seam left, oil is placed with the pipe
Support, side of the oil support away from pipe be equipped with chock, and precast beam is placed on chock, wherein vertical square tube is upper and lower
Portion is equipped with high-strength split bolt preformed hole, and the precast beam includes precast beam reinforced bar, and the precast beam reinforced bar includes
Muscle, lower muscle and sprain, the upper muscle is connected using upper muscle straight screw sleeve, is sprained and is welded to connect, lower muscle uses lower muscle cold extrusion
Sleeve connection, the upper muscle straight screw sleeve and lower muscle cold extrusion sleeve connection are through muscle, beam column under muscle, beam on the beam of column sleeve pipe
Node completes bean column node connection by forming cast-in-place area after supporting module, is reserved with the downside of the prefabricated post with high-strength to drawing
The corresponding boom support high-strength bolt preformed hole of bolt box, the high-strength split bolt preformed hole and boom support high-strength bolt
The inner chamber of preformed hole is spirally connected by high-strength split bolt, and the high-strength split bolt passes through high-strength nut twist-on.
Preferably, the upper muscle straight screw sleeve and lower muscle cold extrusion sleeve connection.
Preferably, three square tube lengths of the precast beam support frame are different.
Preferably, the square tube length close to the prefabricated post side is more than the length of ramped shaped square tube, and ramped shaped square tube
One end be welded in the bottom of prefabricated post side square tube.
Preferably, the bolt box is at least two groups, and is parallel to each other.
The utility model proposes a kind of new prefabricated integral frame structure prefabricated post, girder connection support system, it is beneficial
Effect is：The utility model prefabricated integral frame structure prefabricated post, girder connection support system, it is prefabricated to facilitate frame structure
Component site operation is installed, and is raised labour productivity, and is reduced artificial input, is reduced the labor intensity of worker, cost is greatly reduced,
Be advantageous to the popularization and application of prefabricated integral frame structure, promoted the development of assembling frame structure, reach energy-saving and emission-reduction, low
The effect of carbon consumption reduction.
Brief description of the drawings
Fig. 1 be the utility model proposes a kind of new prefabricated integral frame structure prefabricated post, girder connection support system
Part-structure schematic diagram；
Fig. 2 be the utility model proposes a kind of new prefabricated integral frame structure prefabricated post, girder connection support system
High-strength split bolt structural representation；
Fig. 3 be the utility model proposes a kind of new prefabricated integral frame structure prefabricated post, girder connection support system
Structural representation；
Fig. 4 be the utility model proposes a kind of new prefabricated integral frame structure prefabricated post, girder connection support system
Attachment structure schematic diagram.
In figure：Weld seam 1, pipe 2, square tube 3, high-strength split bolt preformed hole 4, high-strength nut 5, chock 6, it is high-strength to draw spiral shell
Bolt 7, oil support 8, boom support high-strength bolt preformed hole 9, lower muscle cold extrusion sleeve 10, upper muscle straight screw sleeve 11, beam muscle prick post set
Pipe 12, the welding 13 that sprains, precast beam 14, cast-in-place area 15, prefabricated post 16, prefabricated beam stirrup 17.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.
Reference picture 1-4, a kind of new prefabricated integral frame structure prefabricated post, girder connection support system, including precast beam
Support frame and precast beam 14, precast beam support frame include square tube 3 and pipe 2, and precast beam support frame is welded by three square tubes 3, is in
Triangular supports, wherein the side of a horizontal square tube 3 is welded with pipe 2 by the weld seam 1 left, oil is placed with pipe 2
Support 8, side of the oil support 8 away from pipe 2 are equipped with chock 6, and precast beam 14 is placed on chock 6, wherein vertical square tube 3
Top and the bottom are equipped with high-strength split bolt preformed hole 4, bolt box 4 is at least two groups, and is parallel to each other, for convenience of coordinating
High-strength split bolt 7 is spirally connected, and three length of square tube 3 of precast beam support frame are different, and the square tube 3 close to the side of prefabricated post 16 is grown
Degree is more than the length of ramped shaped square tube 3, and one end of ramped shaped square tube 3 is welded in the bottom of the side square tube 3 of prefabricated post 16, convenient
Its high-strength split bolt preformed hole 4 matches with boom support high-strength bolt preformed hole 9.
The precast beam 14 includes precast beam reinforced bar, and precast beam reinforced bar includes muscle, lower muscle and sprained, and upper muscle uses
Upper muscle straight screw sleeve 11 is connected, and sprain the connection of welding 13, and lower muscle is connected using lower muscle cold extrusion sleeve 10, upper muscle straight thread set
Cylinder 11 and lower muscle cold extrusion sleeve 10 connect, more stable, and connect more convenient.
Upper muscle straight screw sleeve 11 and lower muscle cold extrusion sleeve 10 are attached across on the beam of column sleeve pipe 12 muscle, beam under muscle, beam
Column border node is completed bean column node by forming cast-in-place area 15 after supporting module and connected, the downside of prefabricated post 16 be reserved with it is high-strength right
Draw the corresponding boom support high-strength bolt preformed hole 9 of bolt box 4, the high-strength spiral shell of high-strength split bolt preformed hole 4 and boom support
The inner chamber of bolt preformed hole 9 is spirally connected by high-strength split bolt 7, and high-strength split bolt 7 passes through the twist-on of high-strength nut 5.
It is described above, the only preferable embodiment of the utility model, but the scope of protection of the utility model is not
This is confined to, any one skilled in the art is in the technical scope that the utility model discloses, according to this practicality
New technical scheme and its utility model design are subject to equivalent substitution or change, should all cover in protection model of the present utility model
Within enclosing.
Claims (5)
1. a kind of new prefabricated integral frame structure prefabricated post, girder connection support system, including precast beam support frame and prefabricated
Beam (14), the precast beam support frame include square tube (3) and pipe (2), it is characterised in that the precast beam support frame is by three
Square tube (3) is welded, support triangular in shape, wherein the side of a transverse direction square tube (3) is welded with by the weld seam (1) left
Pipe (2), the pipe (2) is interior to be placed with oil support (8), and side of the oil support (8) away from pipe (2) is equipped with chock (6),
Precast beam (14) is placed on chock (6), wherein the top and the bottom of a vertical square tube (3) are equipped with high-strength split bolt preformed hole
(4), the precast beam (14) includes precast beam reinforced bar, and the precast beam reinforced bar includes muscle, lower muscle and sprained, it is described on
Muscle is connected using upper muscle straight screw sleeve (11), and the welding (13) that sprains connection, lower muscle is connected using lower muscle cold extrusion sleeve (10),
The upper muscle straight screw sleeve (11) and lower muscle cold extrusion sleeve (10) are attached across on the beam of column sleeve pipe (12) muscle under muscle, beam,
Bean column node completes bean column node connection by forming cast-in-place area (15) after supporting module, and the downside of the prefabricated post (16) is reserved
There is the boom support high-strength bolt preformed hole (9) corresponding with high-strength split bolt preformed hole (4), the high-strength split bolt is reserved
Hole (4) and the inner chamber of boom support high-strength bolt preformed hole (9) are spirally connected by high-strength split bolt (7), and described high-strength to drawing spiral shell
Bolt (7) passes through high-strength nut (5) twist-on.
2. a kind of new prefabricated integral frame structure prefabricated post according to claim 1, girder connection support system, it is special
Sign is that the upper muscle straight screw sleeve (11) and lower muscle cold extrusion sleeve (10) connect.
3. a kind of new prefabricated integral frame structure prefabricated post according to claim 1, girder connection support system, it is special
Sign is that three square tube (3) length of the precast beam support frame are different.
4. a kind of new prefabricated integral frame structure prefabricated post according to claim 3, girder connection support system, it is special
Sign is that square tube (3) length close to the prefabricated post (16) side is more than the length of ramped shaped square tube (3), and ramped shaped side
One end of pipe (3) is welded in the bottom of prefabricated post (16) side square tube (3).
5. a kind of new prefabricated integral frame structure prefabricated post according to claim 1, girder connection support system, it is special
Sign is that the bolt box (4) is at least two groups, and is parallel to each other.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720297888.9U CN206635963U (en) | 2017-03-25 | 2017-03-25 | A kind of new prefabricated integral frame structure prefabricated post, girder connection support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720297888.9U CN206635963U (en) | 2017-03-25 | 2017-03-25 | A kind of new prefabricated integral frame structure prefabricated post, girder connection support system |
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| Publication Number | Publication Date |
|---|---|
| CN206635963U true CN206635963U (en) | 2017-11-14 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201720297888.9U Active CN206635963U (en) | 2017-03-25 | 2017-03-25 | A kind of new prefabricated integral frame structure prefabricated post, girder connection support system |
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| CN (1) | CN206635963U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109162352A (en) * | 2018-10-25 | 2019-01-08 | 安徽建筑大学 | A kind of beam-column connection assembled using high-strength bolt |
-
2017
- 2017-03-25 CN CN201720297888.9U patent/CN206635963U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109162352A (en) * | 2018-10-25 | 2019-01-08 | 安徽建筑大学 | A kind of beam-column connection assembled using high-strength bolt |
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