CN206607753U - After pour beam steel anchor - Google Patents
After pour beam steel anchor Download PDFInfo
- Publication number
- CN206607753U CN206607753U CN201720246444.2U CN201720246444U CN206607753U CN 206607753 U CN206607753 U CN 206607753U CN 201720246444 U CN201720246444 U CN 201720246444U CN 206607753 U CN206607753 U CN 206607753U
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- beam steel
- pillar
- sleeve barrel
- poured
- embedded sleeve
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Abstract
The utility model discloses beam steel anchor is poured after one kind, belong to technical field of building construction.Beam steel anchor is poured after described including embedded sleeve barrel, embedded sleeve barrel embedment column interior, and pour beam steel with after and be connected so that fixed pillar and after pour beam steel.Pillar construct when, embedded sleeve barrel is embedded in pillar in advance, after pour beam construction when, poured by after beam steel insertion embedded sleeve barrel in.The utility model is reserved in advance without pouring beam steel by after before pillar concrete perfusion, only need to be embedded to embedded sleeve barrel in advance in pillar, time saving and energy saving, easy construction, safe operation is reliable.
Description
Technical field
The utility model belongs to technical field of building construction, in particular it relates to pour beam steel anchor after one kind.
Background technology
Some beams can often occur in construction can not be with pillar while situation about pouring, is poured to pillar after finishing, then carries out
Beam slab formwork, reinforcing bar colligation are installed, to beam casting concrete etc..Wherein, beam is poured after to refer to when pillar can not be while pour with beam
When, the beam poured after pillar is poured.It is that the reinforcing bar arranged before beam concrete perfusion is poured after to pour beam steel afterwards.
At present, the usual practice is to pour beam steel by after to reserve in advance, the casting concrete again when condition possesses.This practice
Can be brought to construction it is many it is difficult, waste time and energy, formwork inconvenience, constructing operation is also impacted.
Utility model content
In view of problem above, the purpose of this utility model, which is to provide after one kind, pours beam steel anchor, existing to overcome
The deficiency that beam steel is brought is reserved in technology in advance.
To achieve these goals, the utility model uses following technical scheme：
Beam steel anchor is poured after described in the utility model, including：Fixture, is embedded in column interior, wherein, it is fixed
Part pours beam steel with after and is connected, and pillar is poured into beam steel with after is fixed together.
It is preferred that, fixture is embedded sleeve barrel, after pour the external diameter of beam steel and be engaged with the internal diameter of embedded sleeve barrel, after pour beam
The end of reinforcing bar is inserted in embedded sleeve barrel.
Further, embedded sleeve barrel is located at the side that pillar pours beam steel after, and embedded sleeve barrel pours beam side after
End face alignd with pillar side wall.
It is preferred that, embedded sleeve barrel is inner thread sleeve, after pour beam steel end be nipple, with inner thread sleeve
Screw thread is engaged.
It is preferred that, anchor bar is fixed with pillar, anchor bar pours beam steel side after deviating from embedded sleeve barrel is consolidated
Fixed connection.
It is preferred that, in the case that pillar both sides have beam to need after-pouring, pillar pours the side of beam steel after each
Embedded sleeve barrel is respectively provided with, the embedded sleeve barrel of both sides pours beam steel side after deviating from is fixedly connected by anchor bar.
It is preferred that, in the case that there is beam pillar only side and needs after-pouring, anchor bar is L-type steel muscle, L-type steel muscle bag
Flat segments and bending segment are included, wherein, the end of the flat segments of L-type steel muscle is fixedly connected with embedded sleeve barrel, the bending segment of L-type steel muscle
Placed with pillar diameter parallel.
It is preferred that, in the case that pillar both sides have beam, the beam of only side to need after-pouring, embedded sleeve barrel pours beam after deviating from
The side of reinforcing bar is fixedly connected with first pouring beam steel.
It is preferred that, pillar is placed vertically, and fixture pours the coaxial horizontal positioned of beam steel with after.
Compared with prior art, the utility model has advantages below and beneficial effect：
The utility model only need to be embedded to sleeve without beam steel be reserved in advance in advance in pillar, after when pouring beam and constructing
Can support mold pouring concrete by beam steel insertion sleeve.The utility model is safe and reliable, easy construction, time saving and energy saving.
Brief description of the drawings
Fig. 1 is a preferred embodiment of the present utility model；
Fig. 2 is another preferred embodiment of the present utility model；
Fig. 3 is another preferred embodiment of the present utility model.
Embodiment
Embodiment of the present utility model described below with reference to the accompanying drawings.One of ordinary skill in the art may recognize that
Arrive, can be with a variety of modes or its combination to being retouched in the case of without departing from spirit and scope of the present utility model
The embodiment stated is modified.Therefore, accompanying drawing and description are inherently illustrative, rather than for limiting claim
Protection domain.In addition, in this manual, accompanying drawing is drawn not in scale, and identical reference represents identical part.
Beam steel anchor is poured after of the present utility model to be included：Fixture, is embedded in column interior, and fixture is poured with after
Beam steel is connected, and pillar is poured into beam steel with after and is fixed together.
Preferably, fixture can be embedded sleeve barrel, after pour the external diameter of beam steel and be engaged with the internal diameter of embedded sleeve barrel, after
The end for pouring beam steel is inserted in embedded sleeve barrel.
Preferably, embedded sleeve barrel is located at the side that pillar pours beam steel after, and embedded sleeve barrel pours beam steel one after
The end face of side aligns with pillar side wall.
Preferably, embedded sleeve barrel is inner thread sleeve, after pour beam steel end be nipple, with inner thread sleeve
Screw thread is engaged.
Preferably, anchor bar is fixed with pillar, anchor bar pours beam steel side after deviating from embedded sleeve barrel is consolidated
Fixed connection.
Illustrate respectively with reference to Fig. 1, Fig. 2 and Fig. 3 it is described in the utility model under different situations after pour beam steel anchor
Schematic device.
Fig. 1 is the utility model schematic device when there is beam the both sides of pillar 2 and needs after-pouring, as shown in figure 1, institute
Stating device includes：Embedded sleeve barrel 4, embedded sleeve barrel 4 is embedded in inside pillar 2, is preferably placed at the side that pillar 2 pours beam 1 after,
The external diameter that the internal diameter of embedded sleeve barrel 4 pours beam steel 5 with after is engaged so that after pour beam steel 5 end insertion embedded sleeve barrel 4
In, it is fixed together so that pillar 2 is poured into beam steel 5 with after.
When pillar 2 is constructed, by embedded sleeve barrel 4 in advance embedment pillar 2, afterwards, the casting concrete of pillar 2 is given；After pour beam 1
During construction, it is fixedly connected by pouring beam steel 5 by after with embedded sleeve barrel 4, so that beam steel 5 is poured by after is fixed on one with pillar 2
Rise, be easy to formwork placing concrete.Reserved in advance without pouring beam steel 5 by after, time saving and energy saving, constructing operation is convenient.Wherein, in advance
Depending on the length of sleeve 4 is buried according to actual condition.
Wherein, embedded sleeve barrel 4 is preferably inner thread sleeve 4, after pour the end preferably nipple of beam steel 5, and with
The screw thread of inner thread sleeve 4 is engaged so that after pour beam steel 5 directly threadingly line screwed in inner thread sleeve 4 so that fixed
Pillar 2 pours beam steel 5 with after.
Preferably, anchor bar 3 can be fixed inside pillar 2.The side that pillar 2 pours beam steel 5 after each has
Have embedded sleeve barrel 4, positioned at the embedded sleeve barrel 4 of the both sides of pillar 2 deviate from after pour beam steel 5 side pass through anchor bar 3 fix connect
Connect, the other end of embedded sleeve barrel 4 aligns with the side wall of pillar 2 respectively, and with it is corresponding after pour beam steel 5 and be fixedly connected.
Fig. 2 is the utility model schematic device when there is beam the side of pillar 2 and needs after-pouring, as shown in Fig. 2 pre-buried
The end that sleeve 4 pours the side of beam steel 5 after is poured beam steel 5 with after and is fixedly connected, and the other end of embedded sleeve barrel 4 is with anchoring steel
Muscle 3 is fixedly connected.
Preferably, anchor bar 3 is L-type steel muscle, and L-type steel muscle includes flat segments and bending segment, wherein, L-type steel muscle it is flat
In the end insertion embedded sleeve barrel 4 of straight section, it is fixedly connected with embedded sleeve barrel 4, bending segment and the diameter parallel of pillar 2 of L-type steel muscle
Place.
Fig. 3 is that the both sides of pillar 2 have a beam, schematic device of the present utility model, such as Fig. 3 when an only curb girder needs after-pouring
Shown, the left side beam of pillar 2 is with pillar 2 while the beam poured, is first to pour beam 7；The right side beam of pillar 2 is after pillar 2 is poured
The beam poured again, pours beam 1 after being.The side that beam steel 5 is poured after in the inside of pillar 2 is embedded to embedded sleeve barrel 4 in advance, and
The end face of side that embedded sleeve barrel 4 pours beam steel 5 after aligns with the side wall of pillar 2, and the other end of embedded sleeve barrel 4 is with first pouring
Beam steel 6 is fixedly connected.
Preferably, as shown in Figure 1, Figure 2 and Figure 3, pillar 2 is placed vertically, the outside of pillar 2 first pour beam 7 and/or after pour beam
1 horizontal positioned, embedded sleeve barrel 4 pours beam steel 5, anchor bar 3 with after or first pours the coaxial horizontal positioned of beam steel 6.
In addition, in 2 pouring construction of pillar, embedded sleeve barrel 4 pours vinyl cover of the end with screw thread of beam side after
Placing concrete again after covering, pours when beam 1 is constructed after and removes vinyl cover, beam steel 5 is poured by after and inserts embedded sleeve barrel 4
In, colligation stirrup pours beam steel 5, then carry out formwork placing concrete after fixing.
In summary, when beam and pillar can not be poured simultaneously, embedded sleeve barrel is embedded in pillar in advance, after pour beam steel
By being connected with embedded sleeve barrel, so as to be fixed together with pillar.When constructing pillar, by plastics of the embedded sleeve barrel with screw thread
Lid is covered, and carries out pouring for pillar；Vinyl cover is removed when pouring beam construction after afterwards, beam steel insertion embedded sleeve barrel is poured by after
In, it is fixed after pour beam steel and pillar, then pour pouring for beam after carrying out.The utility model without reserving in advance when pillar is constructed
After pour beam steel, facilitate follow-up constructing operation.
Preferred embodiment of the present utility model is the foregoing is only, the utility model is not limited to, for this area
Technical staff for, the utility model can have various modifications and variations.It is all it is of the present utility model spirit and principle within,
Any modification, equivalent substitution and improvements made etc., should be included within protection domain of the present utility model.
Claims (9)
1. beam steel anchor is poured after one kind, it is characterised in that including：Fixture, is embedded in column interior, the fixture
Beam steel is poured with after to be connected, by the pillar with it is described after pour beam steel and be fixed together.
2. beam steel anchor is poured after according to claim 1, it is characterised in that the fixture is embedded sleeve barrel,
The external diameter that beam steel is poured after described is engaged with the internal diameter of the embedded sleeve barrel, it is described after pour beam steel end be inserted in it is described
In embedded sleeve barrel.
3. beam steel anchor is poured after according to claim 2, it is characterised in that the embedded sleeve barrel is located at the post
Son pours the side of beam steel after described, and the embedded sleeve barrel pours the end face and the pillar of beam steel side after described
Side wall alignment.
4. beam steel anchor is poured after according to claim 2, it is characterised in that the embedded sleeve barrel is inner screw sheath
Cylinder, it is described after pour beam steel end be nipple, be engaged with the screw thread of the inner thread sleeve.
5. beam steel anchor is poured after according to claim 3, it is characterised in that anchoring steel is fixed with the pillar
Muscle, the side that the anchor bar and the embedded sleeve barrel pour beam steel after described is fixedly connected.
6. beam steel anchor is poured after according to claim 5, it is characterised in that the pillar both sides there are beam needs
In the case of after-pouring, the pillar close to it is each it is described after pour the side of beam steel and be respectively provided with the embedded sleeve barrel, both sides
The side that the embedded sleeve barrel pours beam steel after described is fixedly connected by the anchor bar.
7. beam steel anchor is poured after according to claim 5, it is characterised in that there is beam the pillar only side and needed
In the case of wanting after-pouring, the anchor bar is L-type steel muscle, and the L-type steel muscle includes flat segments and bending segment, the L-type
The end of the flat segments of reinforcing bar is fixedly connected with the embedded sleeve barrel, and the bending segment of the L-type steel muscle is put down with the pillar axis
Row is placed.
8. beam steel anchor is poured after according to claim 3, it is characterised in that there is beam the pillar both sides, only
In the case that the beam of side needs after-pouring, the embedded sleeve barrel, which pours the side of beam steel after described and first pours beam steel, to be consolidated
Fixed connection.
9. beam steel anchor is poured after according to claim 1, it is characterised in that the pillar is placed vertically, described
Fixture with it is described after pour the coaxial horizontal positioned of beam steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720246444.2U CN206607753U (en) | 2017-03-14 | 2017-03-14 | After pour beam steel anchor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720246444.2U CN206607753U (en) | 2017-03-14 | 2017-03-14 | After pour beam steel anchor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206607753U true CN206607753U (en) | 2017-11-03 |
Family
ID=60165347
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720246444.2U Active CN206607753U (en) | 2017-03-14 | 2017-03-14 | After pour beam steel anchor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206607753U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108625477A (en) * | 2018-03-22 | 2018-10-09 | 武汉理工大学 | A kind of assembled beam-column node and its construction method |
-
2017
- 2017-03-14 CN CN201720246444.2U patent/CN206607753U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108625477A (en) * | 2018-03-22 | 2018-10-09 | 武汉理工大学 | A kind of assembled beam-column node and its construction method |
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