CN212129915U - Infilled wall tie beam pouring mold - Google Patents
Infilled wall tie beam pouring mold Download PDFInfo
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- CN212129915U CN212129915U CN201922443830.2U CN201922443830U CN212129915U CN 212129915 U CN212129915 U CN 212129915U CN 201922443830 U CN201922443830 U CN 201922443830U CN 212129915 U CN212129915 U CN 212129915U
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Abstract
The utility model relates to a filler wall tie beam pouring mould, which comprises a frame column, an upper floor beam, an upper truss, a lower truss, I-shaped steel, a connecting wood block, a template bracket, a side form bracket screw cap, a side form bracket bolt and an embedded part; the I-steel is positioned between the upper floor beam and the upper truss and connected in a welding mode; the lower layer truss is connected with the embedded part; the formwork support is connected and fixed between the upper layer truss and the lower layer truss through the connecting wood block, and the side mold support stands between the upper layer truss and the lower layer truss and is connected and fixed with the side mold support through a side mold support nut and a side mold support bolt. The utility model has the advantages that: the utility model discloses a template of semi-suspension formula is built, compares in building the template from ground, has saved many construction materials to saved manpower and materials, had fine economic and technical benefit.
Description
Technical Field
The utility model relates to a infilled wall, in particular to infilled wall tie beam pouring mould.
Background
With the rapid development of social economy in China, the proportion of high-rise buildings in urban construction is continuously increased, and the high-rise buildings are designed with frames as main bodies and filled walls as auxiliary bodies, so that the application is wide. Because the factors such as load are considered during the design of the building, the filling wall is mainly made of light building blocks. After the filling wall with the frame structure is constructed and whitewashed, the use and the attractiveness of a house are directly influenced due to the common vertical, horizontal and oblique crack phenomena of different degrees caused by various reasons, and particularly, the outer wall surface can also leak to influence the use function in heavy rain. At present, a frame infilled wall is mostly built by adopting a plurality of small hollow building blocks or perforated bricks and is connected with a main structure through a certain number of tie bars, but the structure has certain defects, in terms of structural stress performance, due to the problem of building quality, the overall performance of the infilled wall is poor, and the infilled wall is easy to slip and damage of a building mortar layer under the action of an earthquake, in the prior art, a reinforced concrete frame structure is a lateral force resistant structure widely used for buildings such as hotels, schools, office buildings and the like, the frame infilled wall is a surrounding wall and a partition wall of a frame structure house, generally a non-bearing wall, the frame structure is found to be serious in 5.12 Wen earthquake damage investigation, wherein a great part of the frame structure is caused by the influence of the arrangement of the infilled wall on the overall rigidity of the structure, namely the infilled wall and the main structure collide with each other during the earthquake, and the influence of the rigidity of the partition wall cannot be accurately considered in design, the main structure of the frame is damaged, and the frame structure is widely applied in China at present, so that the reinforcing work of the frame filling wall is particularly important. From macroscopic earthquake damage and experimental research, the cracking and collapse of the frame infilled wall under the action of earthquake are discovered, mainly due to the insufficient shear strength and deformation capacity of the frame infilled wall. Therefore, a new solution is needed.
SUMMERY OF THE UTILITY MODEL
The utility model aims at overcoming not enough among the prior art, provide a filler wall tie beam and pour mould.
The filler wall tie beam pouring mold comprises a frame column, an upper floor beam, an upper truss, a lower truss, I-shaped steel, a connecting wood block, a template support, a side mold support nut, a side mold support bolt and an embedded part; the I-steel is positioned between the upper floor beam and the upper truss and connected in a welding mode; the lower layer truss is connected with the embedded part; the formwork support is connected and fixed between the upper layer truss and the lower layer truss through the connecting wood block, and the side mold support stands between the upper layer truss and the lower layer truss and is connected and fixed with the side mold support through a side mold support nut and a side mold support bolt.
Preferably, the method comprises the following steps: the upper truss is connected with the frame column through an upper fixing screw rod, an upper fixing bolt and an upper fixing nut and fixed, the upper fixing nut goes deep into the frame column, the upper fixing screw rod is arranged on the upper truss, and the upper fixing nut and the upper fixing screw rod are connected and fixed together through the upper fixing bolt.
Preferably, the method comprises the following steps: the lower floor truss passes through the built-in fitting connection to be fixed on the frame post, and the built-in fitting includes splint, buried bolt in advance, mount, connecting bolt and coupling nut, and buried bolt in advance is pre-buried in the frame post, and splint are laid on frame post surface, and the mount passes through welded mode connecting plate, and connecting bolt gos deep into buried bolt in advance, and coupling nut and buried bolted connection in the connecting bolt in advance, lower floor's dead lever are fixed in and are connected with the lower floor truss.
The utility model has the advantages that:
1. the utility model discloses a template of semi-suspension formula is built, compares in building the template from ground, has saved many construction materials to saved manpower and materials, had fine economic and technical benefit.
2. The utility model discloses an upper truss and upper strata clamping screw nut etc. can provide the upper portion bearing capacity well, have fine economic technology benefit.
3. The utility model discloses an embedded part fixed in structure is firm to the lower part bearing capacity's of template problem has been solved, and save material brings fine technological benefit moreover.
Drawings
FIG. 1 is a schematic overall front view of a infilled wall tie beam casting mold;
FIG. 2 is a schematic side view of the integral infilled wall tie beam casting mold;
FIG. 3 is a schematic view of an embedded part of a filler wall tie beam pouring mold;
description of reference numerals: 1-frame columns; 2-upper floor beam; 3-upper layer truss; 4-a lower layer truss; 5-I-steel; 6-connecting wood blocks; 7-a template support; 8-side form support; 9-side form holder screw cap; 10-side form bracket bolt; 11-upper layer fixing screw; 12-upper layer fixing bolt; 13-upper layer fixing screw cap; 14-an embedded part; 15-clamping plate; 16-embedding bolts; 17-lower layer fixing rod; 18-a holder; 19-connecting bolts; 20-connecting the screw cap.
Detailed Description
The present invention will be further described with reference to the following examples. The following description of the embodiments is merely provided to aid in understanding the invention. It should be noted that, for those skilled in the art, without departing from the principle of the present invention, the present invention can be further modified and modified, and such modifications and modifications also fall within the protection scope of the appended claims.
The filler wall tie beam pouring mold comprises a frame column 1, an upper floor beam 2, an upper truss 3, a lower truss 4, I-shaped steel 5, a connecting wood block 6, a template support 7, a side mold support 8, a side mold support nut 9, a side mold support bolt 10 and an embedded part 14; the I-steel 5 is positioned between the upper floor beam 2 and the upper truss 3 and connected in a welding manner; the lower-layer truss 4 is connected with the embedded part 14; the formwork support 7 is fixedly connected between the upper layer truss and the lower layer truss through a connecting wood block 6, and the side mould support 8 is vertically arranged between the upper layer truss 3 and the lower layer truss and fixedly connected with the side mould support through a side mould support nut 9 and a side mould support bolt 10.
The upper truss 3 is connected with and fixed with the frame post 1 through upper fixing screw 11, upper fixing bolt 12 and upper fixing nut 13, and upper fixing nut 13 goes deep into frame post 1, and upper fixing screw 11 arranges on upper truss 3, and upper fixing nut 13 is connected fixedly together through upper fixing bolt 12 with upper fixing screw 11.
The lower-layer truss 4 is connected and fixed on the frame column 1 through the embedded part 14, the embedded part 14 comprises a clamping plate 15, an embedded bolt 16, a fixing frame 18, a connecting bolt 19 and a connecting nut 20, the embedded bolt 16 is embedded in the frame column 1, the clamping plate 15 is laid on the surface of the frame column 1, the fixing frame 18 is connected with the clamping plate 15 in a welding mode, the connecting bolt 19 penetrates into the embedded bolt 16 deeply, the connecting nut 20 is connected with the embedded bolt 16, and the lower-layer fixing rod 17 is fixed in the connecting bolt 19 and connected with the lower-layer truss 4.
The construction method of the infilled wall tie beam pouring mold comprises the following steps:
(1) as shown in fig. 3, the embedment 14 is arranged: the embedded bolts 16 are embedded in the frame columns 1, the clamping plates 15 are laid on the surfaces of the frame columns 1, the fixing frames 18 are connected with the clamping plates 15 in a welding mode, the connecting bolts 19 penetrate into the embedded bolts 16, the connecting nuts 20 are connected with the embedded bolts 16, and the lower fixing rods 17 are fixed in the connecting bolts 19 and are ready to be connected with the lower trusses 4.
(2) As shown in fig. 1, a template is built: firstly, I-steel 5 is welded with an upper floor beam 2 and is connected with an upper truss 3 by virtue of the I-steel, and the upper truss 3 is connected with a frame column 1 by virtue of an upper fixing screw rod 11, an upper fixing bolt 12 and an upper fixing nut 13, so that the upper truss 3 is fixed.
(3) As shown in fig. 1, a template is built: after the upper-layer truss and the lower-layer truss are fixed, the internal structure of the formwork begins to be built, the formwork support 7 and the side formwork support 8 are arranged, the formwork support 7 is fixed through the connecting wood block 6, the side formwork support 8 is fixed through the side formwork support screw cap 9 and the side formwork support bolt 10, certain vertical supporting force is provided, and finally the upper formwork is installed, so that the construction of the filling wall tie beam pouring mould is completed.
Claims (3)
1. The utility model provides a filler wall tie beam pouring mould which characterized in that: the structure comprises frame columns (1), an upper floor beam (2), an upper truss (3), a lower truss (4), I-shaped steel (5), connecting wood blocks (6), a template support (7), a side die support (8), side die support nuts (9), side die support bolts (10) and embedded parts (14); the I-steel (5) is positioned between the upper floor beam (2) and the upper truss (3) and connected in a welding manner; the lower-layer truss (4) is connected with the embedded part (14); the formwork support (7) is fixedly connected between the upper layer truss and the lower layer truss through a connecting wood block (6), and the side mould support (8) is vertically arranged between the upper layer truss (3) and the lower layer truss (4) and is fixedly connected with the side mould support through a side mould support nut (9) and a side mould support bolt (10).
2. The filler wall tie beam casting mold of claim 1, wherein: the upper-layer truss (3) is connected and fixed with the frame column (1) through an upper-layer fixing screw rod (11), an upper-layer fixing bolt (12) and an upper-layer fixing nut (13), the upper-layer fixing nut (13) penetrates into the frame column (1), the upper-layer fixing screw rod (11) is arranged on the upper-layer truss (3), and the upper-layer fixing nut (13) and the upper-layer fixing screw rod (11) are connected and fixed together through the upper-layer fixing bolt (12).
3. The filler wall tie beam casting mold of claim 1, wherein: lower floor's truss (4) are connected through built-in fitting (14) and are fixed on frame post (1), built-in fitting (14) are including splint (15), buried bolt (16), mount (18), connecting bolt (19) and connecting nut (20), buried bolt (16) are pre-buried in frame post (1), splint (15) are laid on frame post (1) surface, splint (15) are connected through the welded mode in mount (18), connecting bolt (19) go deep into buried bolt (16), connecting nut (20) are connected with buried bolt (16), lower floor's dead lever (17) are fixed in connecting bolt (19) and are connected with lower floor's truss (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922443830.2U CN212129915U (en) | 2019-12-30 | 2019-12-30 | Infilled wall tie beam pouring mold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922443830.2U CN212129915U (en) | 2019-12-30 | 2019-12-30 | Infilled wall tie beam pouring mold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212129915U true CN212129915U (en) | 2020-12-11 |
Family
ID=73676524
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922443830.2U Expired - Fee Related CN212129915U (en) | 2019-12-30 | 2019-12-30 | Infilled wall tie beam pouring mold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212129915U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113389374A (en) * | 2021-07-19 | 2021-09-14 | 江苏晋陵建设发展有限公司 | Support system for constructing high-altitude beam |
-
2019
- 2019-12-30 CN CN201922443830.2U patent/CN212129915U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113389374A (en) * | 2021-07-19 | 2021-09-14 | 江苏晋陵建设发展有限公司 | Support system for constructing high-altitude beam |
| CN113389374B (en) * | 2021-07-19 | 2022-06-24 | 江苏晋陵建设发展有限公司 | Support system for constructing high-altitude beam |
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| 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: 20201211 Termination date: 20211230 |