CN218990467U - Connection node that secondary structure post was pour simultaneously with major structure - Google Patents
Connection node that secondary structure post was pour simultaneously with major structure Download PDFInfo
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- CN218990467U CN218990467U CN202222964439.9U CN202222964439U CN218990467U CN 218990467 U CN218990467 U CN 218990467U CN 202222964439 U CN202222964439 U CN 202222964439U CN 218990467 U CN218990467 U CN 218990467U
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- 230000002787 reinforcement Effects 0.000 claims abstract description 30
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 25
- 239000010959 steel Substances 0.000 claims abstract description 25
- 238000005253 cladding Methods 0.000 claims abstract description 14
- 230000003014 reinforcing effect Effects 0.000 claims description 10
- 239000004567 concrete Substances 0.000 claims description 9
- 239000004576 sand Substances 0.000 claims description 6
- 238000010276 construction Methods 0.000 abstract description 4
- 238000009434 installation Methods 0.000 abstract description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The application discloses connected node that secondary structure post and major structure pour simultaneously belongs to construction technical field, including major structure board and secondary structure post, the major structure inboard is provided with major structure steel reinforcement cage, and the cladding of major structure board outside has the major structure template, and the secondary structure post inboard is provided with secondary structure post steel reinforcement cage, and the cladding of secondary structure post outside has the secondary structure post template, and the upper end and the major structure steel reinforcement cage ligature of secondary structure post steel reinforcement cage are in the same place, are provided with triangular support frame between major structure template bottom and the secondary structure post template, and triangular support frame both sides terminal surface is inconsistent with major structure template and secondary structure post template respectively. Cladding is carried out to major structure steel reinforcement cage through major structure template, carries out cladding to secondary structure post steel reinforcement cage through secondary structure post template, and installation triangular supports, and is connected fixedly through the pin bolt, improves secondary structure post template's stability.
Description
Technical Field
The application belongs to the technical field of building construction, and especially relates to a connection node that secondary structure post and major structure pour simultaneously.
Background
In order to improve the earthquake-resistant performance of the masonry structure of the multi-story building, the standards require that a reinforced concrete column, commonly called a constructional column, is arranged at a proper position in the masonry of the house and connected with the ring beam to jointly strengthen the stability of the building. The constructional column is not mainly used for bearing vertical load, but is resistant to transverse loads such as shearing force, earthquake resistance and the like. The secondary structural column is a frame structure at present, the shear wall structure is constructed again after the main body bearing structure is completed, the filling wall is built, and the structural column added during the partition wall has the important function of fastening the wall structure, improving the shock resistance of the masonry wall, not bearing the vertical bearing force and bearing the shearing force and the pulling force of the wall.
In the prior art, if patent with the publication of CN105525753A is granted, a method and a structure for simultaneously constructing a constructional column and a main structure are disclosed, and a secondary structure with the most difficult construction is synchronously completed with the main structure, so that the labor intensity of workers is reduced, the working efficiency is improved, but the main structure can cause larger impact on the secondary structure because the secondary structure does not bear vertical load, and the construction stability is poor.
Disclosure of Invention
In order to improve the stability of secondary structure post and main part structure construction pouring simultaneously, this application provides a secondary structure post and main part structure pouring simultaneously's connected node.
In order to achieve the above purpose, the present application adopts the following technical scheme: the utility model provides a connected node that secondary structure post and major structure pour simultaneously, includes major structure board and secondary structure post, the major structure inboard is provided with the major structure steel reinforcement cage, the cladding of major structure board outside has the major structure template, the secondary structure post inboard is provided with secondary structure post steel reinforcement cage, the cladding of secondary structure post outside has the secondary structure post template, the upper end and the major structure steel reinforcement cage ligature of secondary structure post steel reinforcement cage are in the same place, be provided with the triangular support frame between major structure template bottom and the secondary structure post template, triangular support frame both sides terminal surface is inconsistent with major structure template and secondary structure post template respectively.
Through adopting above-mentioned technical scheme, wrap up major structure steel reinforcement cage through major structure template, wrap up secondary structure post steel reinforcement cage through secondary structure post template, install the triangular supports frame and support, connect fixedly through the pin bolt, improve the stability of secondary structure post template.
Preferably, the main structure plate is pre-embedded with lap bars, and the secondary structure column is bound and fixed with the lap bars.
Through adopting above-mentioned technical scheme, through setting up overlap joint reinforcing bar, conveniently fix a position secondary structure post, bind secondary structure post in overlap joint reinforcing bar department.
Preferably, a gap is arranged between the secondary structural column and the main structural plate, and the gap is filled with a high-grade fine sand concrete layer.
Through adopting above-mentioned technical scheme, through at the inboard bottom filling high-grade fine sand concrete layer of secondary structure post, consolidate the secondary structure post after convenient.
Preferably, two vibrating holes are formed in the main structure template and located on two sides of the secondary structure column.
Through adopting above-mentioned technical scheme, put into the concrete of major structure board through vibrating aperture with the vibroseis and vibrate, improved pouring speed and quality.
Preferably, the triangular supports are provided in plurality, the triangular supports are distributed in a ring shape, and the number of the triangular supports is specifically four.
By adopting the technical scheme, the support is convenient to support from multiple directions.
Preferably, a pin-aligning bolt is arranged between two opposite triangular supports, and the two triangular supports are connected with the secondary structural column through the pin-aligning bolt.
Through adopting above-mentioned technical scheme, through connecting fixedly to the round pin bolt.
Preferably, the inner side of the triangular support frame is fixedly provided with a reinforcing rib.
By adopting the technical scheme, the compressive strength of the triangular support frame is improved.
Preferably, the connection part of the main body structure plate and the secondary structure column is provided with a through groove.
Through adopting above-mentioned technical scheme, lead to groove connection major structure board and secondary structure post, be convenient for connect and pour simultaneously.
Compared with the prior art, the beneficial effects of this application are:
cladding is carried out to major structure steel reinforcement cage through major structure template, carries out cladding to secondary structure post steel reinforcement cage through secondary structure post template, and installation triangular supports, and is connected fixedly through the pin bolt, improves secondary structure post template's stability.
Drawings
Fig. 1 is a schematic structural diagram of a connection node where a secondary structural column and a main structure are cast simultaneously.
In the figure: 1. a main body structural panel; 2. a secondary structural column; 3. a main body structure reinforcement cage; 4. a main body structure template; 5. a secondary structural column reinforcement cage; 6. a secondary structural column template; 7. triangular support frames; 8. overlapping the steel bars; 9. a high grade fine sand concrete layer; 10. vibrating the holes; 11. a pin aligning bolt; 12. reinforcing ribs; 13. and (5) through grooves.
Detailed Description
The following description of the embodiments of the present application will be made clearly and fully with reference to the accompanying drawings, in which it is evident that the embodiments described are only some, but not all, of the embodiments of the present application.
Referring to fig. 1, a connection node that secondary structure post and major structure were pour simultaneously, including major structure board 1 and secondary structure post 2, the major structure inboard is provided with major structure steel reinforcement cage 3, and the cladding of major structure board 1 outside has major structure template 4, carries out the cladding to major structure steel reinforcement cage 3 through major structure template 4, and the secondary structure post 2 inboard is provided with secondary structure post steel reinforcement cage 5, and the cladding of secondary structure post 2 outside has secondary structure post template 6, carries out the cladding to secondary structure post steel reinforcement cage 5 through secondary structure post template 6. The main body structure plate 1 is pre-buried with the overlap joint reinforcing bar 8, and the secondary structure post 2 is binded fixedly with the overlap joint reinforcing bar 8, arranges two sections of secondary structure posts 2 in the upper and lower both sides of main body structure plate 1 respectively, through setting up overlap joint reinforcing bar 8, conveniently fixes a position secondary structure post 2, bindes the secondary structure post 2 of upper portion in overlap joint reinforcing bar 8 department. The junction of the main body structure plate 1 and the secondary structure column 2 is provided with a through groove 13, and the through groove 13 is connected with the main body structure plate 1 and the secondary structure column 2, so that connection and simultaneous pouring are facilitated. The upper end of the secondary structural column reinforcement cage 5 is bound with the main structural reinforcement cage 3, so that the secondary structural column reinforcement cage 5 and the main structural reinforcement cage 3 are connected into a whole, and the stability is improved.
Be provided with triangular supports frame 7 between main structure template 4 bottom and the secondary structure post template 6, triangular supports frame 7 both sides terminal surface is inconsistent with main structure template 4 and secondary structure post template 6 respectively, supports through triangular supports frame 7, improves the stability of secondary structure post template 6. The triangular supports 7 are provided with a plurality of triangular supports 7, the triangular supports 7 are annularly distributed, the number of the triangular supports 7 is four, and the triangular supports are supported in multiple directions. A pin-aligning bolt 11 is arranged between the two opposite triangular supports 7, the two triangular supports 7 are connected with the secondary structural columns 2 through the pin-aligning bolts 11, and are fixedly connected through the pin-aligning bolts 11. Reinforcing ribs 12 are fixedly arranged on the inner side of the triangular support frame 7.
Referring to fig. 1, a gap is provided between a secondary structural column 2 and a main structural plate 1 and is filled with a high-grade fine sand concrete layer 9, and the secondary structural column 2 is conveniently reinforced by filling the high-grade fine sand concrete layer 9 at the bottom of the inner side of the secondary structural column 2.
Referring to fig. 1, two vibrating holes 10 are formed in the main structure formwork 4 at two sides of the secondary structure column 2, and a vibrating rod is placed into concrete of the main structure formwork 1 through the vibrating holes 10 to vibrate, so that pouring speed and pouring quality are improved.
The principle of operation of the present application will now be described as follows: the main body structure reinforcement cage 3 is coated through the main body structure template 4, the secondary structure column reinforcement cage 5 is coated through the secondary structure column template 6, the triangular support frame 7 is installed to support, and the stability of the secondary structure column template 6 is improved through connecting and fixing the pin bolts 11. Simultaneously pour secondary structure post 2 and major structure board 1, put into the concrete of major structure board 1 through vibrating aperture 10 with the vibroseis and vibrate, improved pouring speed and quality.
The foregoing is only a preferred embodiment of the present application, but the scope of the present application is not limited thereto, and any person skilled in the art, within the scope of the present application, shall cover the protection scope of the present application with equivalent substitution or modification according to the technical solution of the present application and the application concept thereof.
Claims (8)
1. The utility model provides a connected node that secondary structure post and major structure were pour simultaneously, includes major structure board (1) and secondary structure post (2), its characterized in that, major structure board (1) inboard is provided with major structure steel reinforcement cage (3), major structure board (1) outside cladding has major structure template (4), secondary structure post (2) inboard is provided with secondary structure post steel reinforcement cage (5), secondary structure post (2) outside cladding has secondary structure post template (6), the upper end and the major structure steel reinforcement cage (3) ligature of secondary structure post steel reinforcement cage (5) are in the same place, be provided with triangular support frame (7) between major structure template (4) bottom and secondary structure post template (6), triangular support frame (7) both sides terminal surface are inconsistent with major structure template (4) and secondary structure post template (6) respectively.
2. The connection node for simultaneously pouring the secondary structural column and the main body structure according to claim 1, wherein the main body structural plate (1) is pre-embedded with the lap joint steel bars (8), and the secondary structural column (2) is bound and fixed with the lap joint steel bars (8).
3. The connection node for simultaneous pouring of a secondary structural column and a main body structure according to claim 1, wherein a gap is arranged between the secondary structural column (2) and the main body structure plate (1) and is filled with a high-grade fine sand concrete layer (9).
4. The connection node for simultaneously pouring the secondary structural column and the main structure according to claim 1, wherein two vibrating holes (10) are formed in the main structure template (4) and located on two sides of the secondary structural column (2).
5. The connection node for simultaneously pouring the secondary structural column and the main body structure according to claim 1, wherein a plurality of triangular supports (7) are arranged, the triangular supports (7) are annularly distributed, and the number of the triangular supports (7) is specifically four.
6. The connection node for simultaneously pouring a secondary structural column and a main body structure according to claim 1, wherein a pin-aligning bolt (11) is arranged between two opposite triangular supports (7), and the two triangular supports (7) are connected with the secondary structural column (2) through the pin-aligning bolt (11).
7. The connection node for simultaneously pouring the secondary structural column and the main body structure according to claim 1, wherein the inner side of the triangular support frame (7) is fixedly provided with a reinforcing rib (12).
8. The connection node for simultaneously pouring the secondary structural column and the main body structure according to claim 1, wherein a through groove (13) is formed at the joint of the main body structural plate (1) and the secondary structural column (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222964439.9U CN218990467U (en) | 2022-11-08 | 2022-11-08 | Connection node that secondary structure post was pour simultaneously with major structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222964439.9U CN218990467U (en) | 2022-11-08 | 2022-11-08 | Connection node that secondary structure post was pour simultaneously with major structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218990467U true CN218990467U (en) | 2023-05-09 |
Family
ID=86222776
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222964439.9U Active CN218990467U (en) | 2022-11-08 | 2022-11-08 | Connection node that secondary structure post was pour simultaneously with major structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218990467U (en) |
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2022
- 2022-11-08 CN CN202222964439.9U patent/CN218990467U/en active Active
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