CN208168165U - The mounting structure of beam steel - Google Patents
The mounting structure of beam steel Download PDFInfo
- Publication number
- CN208168165U CN208168165U CN201820422971.9U CN201820422971U CN208168165U CN 208168165 U CN208168165 U CN 208168165U CN 201820422971 U CN201820422971 U CN 201820422971U CN 208168165 U CN208168165 U CN 208168165U
- Authority
- CN
- China
- Prior art keywords
- wall
- beam steel
- sleeve
- slip casting
- mounting structure
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 80
- 239000010959 steel Substances 0.000 title claims abstract description 80
- 238000007569 slipcasting Methods 0.000 claims abstract description 41
- 238000005266 casting Methods 0.000 claims abstract description 25
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 12
- 230000010412 perfusion Effects 0.000 abstract description 6
- 239000000463 material Substances 0.000 abstract description 4
- 239000002699 waste material Substances 0.000 abstract description 4
- 238000009434 installation Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 12
- 238000010586 diagram Methods 0.000 description 4
- 238000004873 anchoring Methods 0.000 description 3
- 210000003205 muscle Anatomy 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to a kind of mounting structures of beam steel, including：It is embedded in the intracorporal straight thread connecting sleeve of the first wall in advance；It is embedded in the intracorporal slip casting sleeve of the second wall in advance；The threaded connection section being formed at beam steel first end is screwed together with the straight thread connecting sleeve；And be formed in the anchor connection section on the beam steel at the second end, be inserted into the casting space, by into the slip casting sleeve concrete perfusion anchor connection section of the beam steel is anchored by the concrete structure to form concrete structure.The utility model connects the both ends of beam steel by being embedded in the intracorporal straight thread connecting sleeve of two walls and slip casting sleeve, so that the installation of beam steel is more easy, and can effectively realize and connect with the intracorporal wall reinforcing bar of wall.The setting of sleeve avoids bar splicing and causes waste of material, also reduces the quantity of splice, so as to improve the quality of structural beams.
Description
Technical field
The utility model relates to building engineering construction fields, refer in particular to a kind of mounting structure of beam steel.
Background technique
In cast-in-place concrete construction, when constructing after usual structural beams, reserved on the wall that can formerly construct and joist steel
One section outside the end stretching wall of wall steel bar is also convenient for and the beam steel of subsequent construction connects by the splice of muscle connection
It connects.In subsequent construction structural beams, beam steel is connected in reserved wall steel bar overlapping splice, then pours to form structure again
Beam enables structural beams to form effective and stable connection with wall.
But the construction method of the reserved steel bar connector, reinforcing bar can be made to have one section of lap of splice, the overlap joint in connection
Length results in the increase of amount of reinforcement, also makes splice excessive, to influence the quality of structural beams.
Utility model content
The purpose of the utility model is to overcome the defects of the prior art, provide a kind of mounting structure of beam steel, solve
Bar splicing present in the construction method of existing reserved steel bar connector, which increases amount of reinforcement and splice, excessively to be influenced
The problem of architecture quality.
Realizing the technical solution of above-mentioned purpose is：
The utility model provides a kind of mounting structure of beam steel, for by beam steel support be connected to the first wall and
Between second wall, the mounting structure includes：
It is embedded in the intracorporal straight thread connecting sleeve of the first wall in advance, the end face of the straight thread connecting sleeve is located at described
The surface of first wall；
It is embedded in the intracorporal slip casting sleeve of second wall in advance, the slip casting sleeve inner is formed with casting space, and described
The end face of slip casting sleeve is equipped with the insert port being connected to the casting space, and the insert port is located at the table of second wall
Face, the slip casting sleeve further include the grouting pipeline being connected to the casting space, and the grouting port of the grouting pipeline is located at institute
State the surface of the second wall；
The threaded connection section being formed at the beam steel first end, the threaded connection section are equipped with and the straight spiral shell
Line connects the compatible external screw thread of sleeve, and the threaded connection section is screwed together with the straight thread connecting sleeve；And
The anchor connection section being formed at the second end opposite with first end on the beam steel, the anchor connection
Section is inserted into the casting space from the insert port, by the grouting port and the grouting pipeline to the slip casting sleeve
Interior concrete perfusion is to anchor the beam steel by the concrete structure in forming concrete structure in the casting space
Anchor connection section.
The utility model connects beam steel by being embedded in the intracorporal straight thread connecting sleeve of two walls and slip casting sleeve
Both ends so that the installation of beam steel is more easy, and can effectively realize and connect with the intracorporal wall reinforcing bar of wall.Sleeve is set
It sets, avoids bar splicing and cause waste of material, also reduce the quantity of splice, so as to improve the matter of structural beams
Amount.
The mounting structure of the utility model beam steel further improvement lies in that, the grouting pipeline be set to the slip casting set
The top of cylinder, and be in be obliquely installed upwards.
The mounting structure of the utility model beam steel further improvement lies in that, the slip casting sleeve further includes having exhaust pipe
Road, the gas exhaust piping are connected to the casting space, and the exhaust outlet of gas exhaust piping is located at the surface of second wall.
The mounting structure of the utility model beam steel further improvement lies in that, the exhaust outlet is located at the grouting port
Top.
The mounting structure of the utility model beam steel further improvement lies in that, the gas exhaust piping be set to the slip casting set
The top of cylinder, and be in be obliquely installed upwards.
The mounting structure of the utility model beam steel further improvement lies in that, on the straight thread connecting sleeve be located at institute
The intracorporal end of the first wall is stated to be screwed together with the intracorporal first wall reinforcing bar of first wall.
The mounting structure of the utility model beam steel further improvement lies in that, on the slip casting sleeve be located at described second
The intracorporal end of wall offers the opening being connected to the casting space, the end of the intracorporal second wall reinforcing bar of the second wall from
The opening stretches in the casting space.
The mounting structure of the utility model beam steel further improvement lies in that, the slip casting sleeve be the big both ends in middle part it is small
Tubular structure.
Detailed description of the invention
Fig. 1 is the structural schematic diagram that construction has structural beams between the wall of two Core Walls Structures.
Fig. 2 is that the mounting structure of the utility model beam steel connects the structure sectional view after beam steel.
Fig. 3 is that straight thread connecting sleeve is embedded in the intracorporal section view of the first wall in the mounting structure of the utility model beam steel
Figure.
Fig. 4 connects both ends to save straight thread connecting sleeve after the first wall in the mounting structure of the utility model beam steel
Reinforcing bar structural schematic diagram.
Fig. 5 is that slip casting sleeve is embedded in the intracorporal cross-sectional view of the second wall in the mounting structure of the utility model beam steel.
Fig. 6 be the utility model beam steel mounting structure in save two end bar of the second wall grouting behind shaft or drift lining sleeve connection
Structural schematic diagram.
Specific embodiment
The utility model is described in further detail in the following with reference to the drawings and specific embodiments.
Referring to Fig.2, the utility model provides a kind of mounting structure of beam steel, suitable for applying after between two walls
Work structural beams, the mounting structure connect joist steel by being embedded in the intracorporal straight thread connecting sleeve of both walls and slip casting sleeve
The both ends of beam steel and the intracorporal reinforcing bar of wall are effectively connected together by muscle, avoid the waste of material of bar splicing generation,
Splice is also reduced, structure is simple, and easy for installation, using effect is good.With reference to the accompanying drawing to the utility model beam steel
Mounting structure be illustrated.
Refering to fig. 1, it is shown that construction has the structural schematic diagram of structural beams between the wall of two Core Walls Structures.As shown in Figure 1,
Structural beams 13 are provided between the first Core Walls Structure 11 and the second Core Walls Structure 12, by structural beams 13 by the first Core Walls Structure 11 and
Two Core Walls Structures 12 link together, and are the independent construction for not influencing Core Walls Structure, it is complete which is arranged in core tube construction
Cheng Houzai construction, the constructing structure beam 13 exactly between the first wall 111 and the second wall 121 constructed, it is also necessary to
Guarantee effective connection of structural beams 13 and the first wall 111 and the second wall 121.
The mounting structure of the beam steel of the utility model is exactly for by the beam steel and the first wall 111 in structural beams 13
It is effectively connected with the wall steel bar in the second wall 121, so that beam steel support is connected to the first wall 111 and the
Between two walls 121.As shown in Fig. 2, the mounting structure includes straight thread connecting sleeve 21, slip casting sleeve 22, threaded connection section
23 and anchor connection section 24, straight thread connecting sleeve 21 be embedded in the first wall 111, as shown in connection with fig. 3, the straight thread connect
The end face of female connector cylinder 21 is located at the surface of the first wall 111；Slip casting sleeve 22 is embedded in the second wall 121 in advance, in conjunction with Fig. 5 institute
Show, casting space 221 is formed with inside the slip casting sleeve 22, and the end face of slip casting sleeve 22 is equipped with and is connected to casting space 221
Insert port 222, which is located at the surface of the second wall 121, and slip casting sleeve 22 further includes and casting space 221 connects
Logical grouting pipeline 223, the grouting port 2231 of the grouting pipeline 223 are located at the surface of the second wall 121；Threaded connection section is formed
At the first end 1311 of beam steel 131, which is equipped with outer spiral shell compatible with straight thread connecting sleeve 21
Line carries out thread by part reinforcing bar at the first end 1311 by beam steel 131 to form threaded connection section 23, is threadedly coupled
Section 23 is screwed together with straight thread connecting sleeve 21, because the end face of straight thread connecting sleeve 21 is located at the surface of the first wall 111,
When connecting beam steel 131, by the threaded connection section 23 of beam steel 131 from the straight screw connection set on the surface of the first wall 111
The opening of cylinder 21 screws in, to realize the effective and secured of the first end 1311 of beam steel 131 and the first wall 111
Connection.Anchor connection section 24 is formed at the second end 1312 opposite with first end 1311 on beam steel 131, the anchoring
Linkage section 24 is inserted into casting space 221 from the insert port 222 of slip casting sleeve 22, passes through grouting port 2231 and grouting pipeline
223 into slip casting space 221 concrete perfusion in casting space 221 formed concrete structure 225, pass through concrete structure
The anchor connection section 24 of 225 anchoring beam steels 131, to realize the second end 1312 and the second wall of beam steel 131
121 effective and firm connection.
The mounting structure of the utility model, which is fixed one end of beam steel and the first wall by straight thread connecting sleeve, to be connected
It connects, the other end of beam steel is fixedly connected by slip casting sleeve with the second wall, realizes beam steel support being connected to the first wall
Between body and the second wall, the construction to form structural beams and complete structural beams then is poured in supporting module.The utility model is kept away
Bar splicing is exempted from and has caused waste of material, also reduced the quantity of splice, so as to improve the quality of structural beams.
As a better embodiment of the utility model, as shown in Figure 2 and Figure 5, grouting pipeline 223 is set to slip casting sleeve
22 top, and in being obliquely installed upwards, so that grouting port 2231 is located at higher position, consequently facilitating the perfusion of concrete.
Further, slip casting sleeve 22 further includes gas exhaust piping 224, which is connected to casting space 221,
And the exhaust outlet 2241 of gas exhaust piping 224 is located at the surface of the second wall 121.Pass through setting gas exhaust piping 224 and exhaust outlet
2241, the gas generated in concreting process can be discharged, guarantee the compactness of concrete perfusion.Preferably, the exhaust
Pipeline 223 is set to the top of slip casting sleeve 22, and is also in be obliquely installed upwards.Exhaust outlet 2241 is located at the upper of grouting port 2231
Side.
As another better embodiment of the utility model, as shown in Figure 2 and Figure 4, straight thread connecting sleeve 21 is upper
It is screwed together in the end in the first wall 111 with the first wall steel bar 1111 in the first wall 111.Pass through straight screw connection
Sleeve 21 links together the first wall steel bar 1111 in the first wall 111 with beam steel 131, as shown in connection with fig. 1, thus
The structural beams 13 of after-pouring and the first wall 111 are linked together.In embedded straight thread connecting sleeve 21, by the first wall
The end thread of reinforcing bar 1111 forms thread segment, and the thread segment and straight thread connecting sleeve 21 are screwed together, and by straight thread
The other end temporary enclosed of sleeve is connected, the template inner surface of the other end and the first wall 111 is affixed, then in the first wall
111 surface removes temporary enclosed, and the other end of straight thread connecting sleeve is just set to the surface of the first wall 111, into
And beam steel 131 can be connected.
As the another better embodiment of the utility model, as shown in Figure 2, Figure 5 and Figure 6, it is located on slip casting sleeve 22
End in second wall 121 offers the opening being connected to slip casting space 221, the second wall steel in second wall 121
The end of muscle 1211 is extend into casting space 221 from the opening, and then forms concrete structure in subsequent concrete perfusion
After 225, by concrete structure 225 by the end anchorage of second wall steel bar 1211, the second wall steel bar 1211 is realized
With effective connection of beam steel 131.
Preferably, slip casting sleeve 22 is the small tubular structure in the big both ends in middle part, which is closed tubular knot
Structure, both ends are equipped with end plate, offer insert port on plate at one end, opening is offered on another end plate, for the end of reinforcing bar
Insertion.It is connected with tubular structure between two end plates, is outwardly protruded in the middle part of the tubular structure, so that it is small to form the big both ends in middle part
Structure, setting is protruded at the middle part of tubular structure, so that the area of the casting space 221 in slip casting sleeve 22 becomes larger, and middle part
Big both ends are small, so that the middle part thickness both sides of concrete structure 225 are thin, and the end of beam steel 131 and the second wall steel bar 1211
End be located at the middle part of concrete structure 225, so that the anchoring for improving beam steel 131 and the second wall steel bar 1211 is strong
Degree, enhances the stability of structure.
Combine figure embodiment that the utility model is described in detail above, those skilled in the art can root
Many variations example is made to the utility model according to above description.Thus, certain details in embodiment should not constitute practical to this
Novel restriction, the utility model will be using the ranges that the appended claims define as the protection scope of the utility model.
Claims (8)
1. a kind of mounting structure of beam steel, special for beam steel support to be connected between the first wall and the second wall
Sign is that the mounting structure includes：
It is embedded in the intracorporal straight thread connecting sleeve of the first wall in advance, the end face of the straight thread connecting sleeve is located at described first
The surface of wall；
It is embedded in the intracorporal slip casting sleeve of second wall in advance, the slip casting sleeve inner is formed with casting space, and the slip casting
The end face of sleeve is equipped with the insert port being connected to the casting space, and the insert port is located at the surface of second wall, institute
Stating slip casting sleeve further includes the grouting pipeline being connected to the casting space, and the grouting port of the grouting pipeline is located at described second
The surface of wall；
The threaded connection section being formed at the beam steel first end, the threaded connection section is equipped with to be connected with the straight thread
The compatible external screw thread of female connector cylinder, the threaded connection section are screwed together with the straight thread connecting sleeve；And
The anchor connection section being formed at the second end opposite with first end on the beam steel, the anchor connection section from
The insert port is inserted into the casting space, is filled by the grouting port and the grouting pipeline into the slip casting sleeve
Concrete is infused to anchor the anchor of the beam steel by the concrete structure in forming concrete structure in the casting space
It is solidly connected section.
2. the mounting structure of beam steel as described in claim 1, which is characterized in that the grouting pipeline is set to the slip casting set
The top of cylinder, and be in be obliquely installed upwards.
3. the mounting structure of beam steel as claimed in claim 1 or 2, which is characterized in that the slip casting sleeve further includes having row
Air pipe, the gas exhaust piping are connected to the casting space, and the exhaust outlet of gas exhaust piping is located at the table of second wall
Face.
4. the mounting structure of beam steel as claimed in claim 3, which is characterized in that the exhaust outlet is located at the grouting port
Top.
5. the mounting structure of beam steel as claimed in claim 3, which is characterized in that the gas exhaust piping is set to the slip casting set
The top of cylinder, and be in be obliquely installed upwards.
6. the mounting structure of beam steel as described in claim 1, which is characterized in that be located at institute on the straight thread connecting sleeve
The intracorporal end of the first wall is stated to be screwed together with the intracorporal first wall reinforcing bar of first wall.
7. the mounting structure of beam steel as described in claim 1, which is characterized in that be located at described second on the slip casting sleeve
The intracorporal end of wall offers the opening being connected to the casting space, the end of the intracorporal second wall reinforcing bar of the second wall from
The opening stretches in the casting space.
8. the mounting structure of beam steel as described in claim 1, which is characterized in that the slip casting sleeve is that the big both ends in middle part are small
Tubular structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820422971.9U CN208168165U (en) | 2018-03-27 | 2018-03-27 | The mounting structure of beam steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820422971.9U CN208168165U (en) | 2018-03-27 | 2018-03-27 | The mounting structure of beam steel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208168165U true CN208168165U (en) | 2018-11-30 |
Family
ID=64374379
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820422971.9U Expired - Fee Related CN208168165U (en) | 2018-03-27 | 2018-03-27 | The mounting structure of beam steel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208168165U (en) |
-
2018
- 2018-03-27 CN CN201820422971.9U patent/CN208168165U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181130 |