CN214220599U - Batter post bearing structure - Google Patents
Batter post bearing structure Download PDFInfo
- Publication number
- CN214220599U CN214220599U CN202023057977.7U CN202023057977U CN214220599U CN 214220599 U CN214220599 U CN 214220599U CN 202023057977 U CN202023057977 U CN 202023057977U CN 214220599 U CN214220599 U CN 214220599U
- Authority
- CN
- China
- Prior art keywords
- posts
- batter post
- post
- support frame
- batter
- 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.)
- Active
Links
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses an oblique column supporting structure, including support frame, lattice column and post mould, the post mould corresponds the oblique column setting, the oblique column slope sets up, the post mould forms the cavity structure that is used for pouring the oblique column, the post mould includes the die block board and the side form board of die block board both sides, the die block board sets up the oblique column is close to one side of bottom concrete floor face, and the die block board slope sets up, the support frame with the die block board is connected, just the lattice column with the support frame is connected; the utility model discloses a set up the support frame the lattice column with the relevant connection structure of post mould guarantees rightly the post mould effectively supports to the realization is effectively pour the large-span batter post.
Description
Technical Field
The utility model relates to a construction technical field, concretely relates to batter post bearing structure.
Background
In the existing building construction field, the height is set up to be 5m or more, the span is set up to be 10m or more, and the total construction load is 10kN/m2And the projects with concentrated line loads of 15kN/m or more are template supporting projects with high dangerousness; the erection height is 8m or more, the erection span is 18m or more, and the total construction load is 15kN/m2And the project with the concentrated line load of more than 20kN/m is the super-scale template supporting project.
For the formwork support engineering with high risk and the super-scale formwork support engineering, particularly the support of the pouring formwork of the large-span inclined column, effective support cannot be realized by adopting a conventional support frame structure, and the inclined column after pouring cannot reach the standard easily due to insufficient support.
In view of the above-mentioned drawbacks, the authors of the present invention have finally obtained the present invention through long-term research and practice.
SUMMERY OF THE UTILITY MODEL
For solving the technical defect, the utility model discloses a technical scheme lie in, provide a batter post bearing structure, including support frame, lattice post and post mould, the post mould corresponds the batter post setting, the batter post slope sets up, the post mould forms and is used for pouring the cavity structures of batter post, the post mould include the die block board with the side form board of die block board both sides, the die block board sets up the batter post is close to one side of bottom concrete floor face, just the die block board slope sets up, the support frame with the die block board is connected, just the lattice post with the support frame is connected.
Preferably, the support frame comprises a plurality of main body upright posts and main body flat posts, the main body upright posts are vertically arranged on two sides of the inclined post, and the bottom ends of the main body upright posts are fixedly arranged on the bottom concrete floor surface; the main part parallel bars are all horizontally arranged and are vertically and fixedly connected with the main part vertical bars, and the two sides of the inclined column form a support frame main body with a three-dimensional grid structure.
Preferably, the two support frame main bodies are connected into a whole through a plurality of connecting flat rods which are horizontally arranged.
The preferred, the carriage is in the post mould bottom corresponds and is provided with the die block parallel bars, each the die block parallel bars perpendicular to the extending direction level of batter post sets up, and follows the extending direction of batter post is provided with a plurality of the die block parallel bars, die block parallel bars place plane with die block parallel arrangement, the die block parallel bars with the die block contact sets up, die block parallel bars both ends respectively with the batter post both sides support frame main part fixed connection.
Preferably, the support frame is further provided with inclined supports, the inclined supports are arranged on one side, close to the bottom concrete floor surface, of the column formwork, and the inclined supports are parallel and obliquely arranged; the inclined strut is characterized in that one end of the inclined strut is connected with the bottom die flat rod, the other end of the inclined strut is fixedly connected with the bottom concrete floor surface or the lattice column, and the inclined strut is fixedly connected with the connecting flat rod.
Preferably, the inclined supports are arranged perpendicular to the bottom template.
Preferably, the lattice column includes support columns and reinforcing columns, the support columns are vertically disposed on one side of the bottom mold flat bar, which is far away from the bottom mold plate, the reinforcing columns are connected with the support columns, and ends of the inclined supports are fixedly connected with the support columns.
Preferably, the reinforcing column comprises a vertical cross brace and a horizontal cross brace, the vertical cross brace and the horizontal cross brace both comprise two columns fixedly connected in a crossing manner, the columns are fixedly connected with the supporting columns, the columns of the vertical cross brace are arranged on a vertical plane, and the columns of the horizontal cross brace are arranged on a horizontal plane.
Preferably, the lattice column is further provided with a connecting column, the connecting column is horizontally arranged, one end of the connecting column is fixedly connected with the supporting column, and the other end of the connecting column is fixedly connected with the supporting frame main body.
Preferably, the connecting columns are arranged on the upper parts of the supporting columns, and at least 3 connecting columns are arranged.
Compared with the prior art, the beneficial effects of the utility model reside in that: the utility model discloses a set up the support frame the lattice column with the relevant connection structure of post mould guarantees rightly the post mould effectively supports to the realization is effectively pour the large-span batter post.
Drawings
FIG. 1 is a structural view of the batter post support structure;
fig. 2 is a view of a connection structure of the column mold.
The figures in the drawings represent:
1-a support frame; 2-lattice columns; 3-column mould; 11-a support frame body; 12-connecting flat bars; 13-bottom die flat bar; 14-inclined support; 21-a support column; 22-a reinforcement column; 23-connecting column; 31-bottom template; 32-sideform.
Detailed Description
The above and further features and advantages of the present invention will be described in more detail below with reference to the accompanying drawings.
As shown in fig. 1, fig. 1 is a structural view of the batter post support structure; batter post bearing structure includes support frame 1, lattice column 2 and post mould 3, 3 corresponding batter posts of post mould set up, the batter post slope sets up, 3 formation of post mould are used for pouring the cavity structures of batter post, post mould 3 include die block 31 with the side form board 32 of die block 31 both sides, die block 31 sets up the batter post is close to one side of bottom concrete floor face, just die block 31 slope sets up, lattice column 2 is used for consolidating die block 31, support frame 1 is used for fixing side form board 32 with die block 31, just lattice column 2 with support frame 1 is connected.
The support frame 1 comprises a plurality of main body upright posts and main body flat posts, the main body upright posts are vertically arranged on two sides of the inclined posts, and the bottom ends of the main body upright posts are fixedly arranged on the bottom concrete floor surface; the equal level of main part parallel bars sets up, and one the main part parallel bars is with a plurality of the equal perpendicular fixed connection of main part pole setting the support frame main part 11 of three-dimensional latticed structure is formed to the batter post both sides. The two support frame main bodies 11 are connected into a whole through a plurality of connecting flat rods 12 which are horizontally arranged.
As shown in fig. 2, fig. 2 is a view of a connection structure of the column mold; support frame 1 is in the correspondence of 3 bottoms of post mould is provided with die block parallel bars 13, 13 levels of die block parallel bars set up and the perpendicular to the extending direction of batter post is followed the extending direction of batter post is provided with a plurality of die block parallel bars 13, 13 place planes of die block parallel bars 13 with die block 31 parallel arrangement, die block parallel bars 13 with die block 31 contact sets up, thereby realizes support frame 1 is right die block 31's support fixed action. And two ends of the bottom die flat rod 13 are respectively fixedly connected with the support frame main body 11 on two sides of the inclined column.
The support frame 1 is further provided with an inclined support 14, the inclined support 14 is arranged on one side, close to the bottom concrete floor surface, of the column formwork, and the inclined supports 14 are arranged in parallel and inclined; one end of the diagonal brace 14 is connected with the bottom die flat rod 13, the other end of the diagonal brace is fixedly connected with the bottom concrete floor surface or the lattice column 2, and the middle part of the diagonal brace 14 is fixedly connected with the connecting flat rod 12.
Preferably, the inclined supports 14 are arranged perpendicular to the bottom form 31, so as to achieve a better top pressure supporting effect.
The lattice column 2 comprises a support column 21 and a reinforcing column 22, wherein the support column 21 is vertically arranged on one side of the bottom die flat bar 13 far away from the bottom die plate 31. The reinforcing columns 22 connect the supporting columns 21, so that the supporting columns 21 form a high-strength integral structure. The end of the diagonal brace 14 is fixedly connected with the supporting column 21.
Preferably, the reinforcing column 22 includes a vertical cross brace and a horizontal cross brace, and the vertical cross brace and the horizontal cross brace each include two columns fixedly connected in a crossing manner, and the columns are fixedly connected to the supporting column 21. The cylinders of the vertical cross braces are arranged on a vertical surface, and the cylinders of the horizontal cross braces are arranged on a horizontal surface.
Generally, the supporting column 21 and the connecting flat bar 12 are fixedly connected, so as to enhance the overall strength of the lattice column 2.
Preferably, the lattice column 2 is further provided with a connecting column 23, the connecting column 23 is horizontally arranged, one end of the connecting column 23 is fixedly connected with the supporting column 21, and the other end of the connecting column is fixedly connected with the supporting frame main body 11, so that the overall structure stability of the lattice column 2 is ensured.
Generally, the connecting columns 23 are arranged on the upper portion of the supporting columns 21, and at least 3 connecting columns 23 are arranged.
Be provided with the regulation head on the die block parallel bar 13, die block parallel bar 13 passes through adjust the head with support frame main part 11 is connected, die block parallel bar 13 sets up in adjusting overhead placing the seat, through adjusting adjust first length, thereby it is adjustable place in the seat die block parallel bar 13's height, thereby guarantee die block parallel bar 13 with die block 31's inseparable laminating.
The utility model discloses a set up support frame 1 lattice column 2 with the batter post is guaranteed to pour to the relevant connection structure of post mould 3 the post mould 3 atress is even, realizes effectively supporting to the realization is to effectively pouring of batter post, especially large-span batter post.
The foregoing is only a preferred embodiment of the present invention, which is illustrative, not limiting. Those skilled in the art will appreciate that many variations, modifications, and equivalents may be made thereto without departing from the spirit and scope of the invention as defined by the appended claims.
Claims (10)
1. The utility model provides an batter post bearing structure, its characterized in that, includes support frame, lattice column and post mould, the post mould corresponds the batter post setting, the batter post slope sets up, the post mould forms and is used for pouring the cavity structure of batter post, the post mould include the die block with the side form board of die block both sides, the die block sets up the batter post is close to one side of bottom concrete floor face, just the die block slope sets up, the support frame with the die block is connected, just the lattice column with the support frame is connected.
2. The batter post support structure according to claim 1, wherein said support frame comprises a plurality of main upright posts and main flat posts, said main upright posts are vertically disposed on both sides of said batter post, and the bottom ends of said main upright posts are both fixedly disposed on the bottom concrete floor surface; the main part parallel bars are all horizontally arranged and are vertically and fixedly connected with the main part vertical bars, and the two sides of the inclined column form a support frame main body with a three-dimensional grid structure.
3. The batter post support structure according to claim 2, wherein two support frame bodies are connected into a whole by a plurality of connecting flat rods which are horizontally arranged.
4. The batter post support structure according to claim 3, wherein the support frame is correspondingly provided with bottom die flat bars at the bottom of the column mold, each bottom die flat bar is perpendicular to the extending direction of the batter post and horizontally arranged, and a plurality of bottom die flat bars are arranged along the extending direction of the batter post, the plane where the bottom die flat bars are located and the bottom template are arranged in parallel, the bottom die flat bars and the bottom template are in contact arrangement, and two ends of the bottom die flat bars are respectively fixedly connected with the support frame main bodies on two sides of the batter post.
5. The batter post support structure according to claim 4, wherein said support frame is further provided with batter braces disposed on the side of said post form adjacent to said bottom concrete floor surface, said batter braces being parallel and disposed at an incline; the inclined strut is characterized in that one end of the inclined strut is connected with the bottom die flat rod, the other end of the inclined strut is fixedly connected with the bottom concrete floor surface or the lattice column, and the inclined strut is fixedly connected with the connecting flat rod.
6. The batter post support structure of claim 5, wherein the batter brace is disposed perpendicular to the base form.
7. The batter post support structure according to claim 5, wherein said lattice posts comprise support posts and reinforcing posts, said support posts are vertically disposed on the side of said bottom mold flat bar away from said bottom mold plate, said reinforcing posts connect each of said support posts, and the ends of said batter posts are fixedly connected with said support posts.
8. The batter post support structure of claim 7, wherein the reinforcing posts comprise vertical cross braces and horizontal cross braces, the vertical cross braces and the horizontal cross braces each comprise two posts fixedly connected in a cross, and the posts are fixedly connected with the support posts, the posts of the vertical cross braces are disposed on a vertical plane, and the posts of the horizontal cross braces are disposed on a horizontal plane.
9. The batter post support structure according to claim 7, wherein the lattice posts are further provided with connecting posts, the connecting posts are horizontally arranged, one end of the connecting posts is fixedly connected with the supporting posts, and the other end of the connecting posts is fixedly connected with the support frame body.
10. The batter post support structure of claim 9, wherein said connecting posts are provided on top of said supporting posts and at least 3 connecting posts are provided.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023057977.7U CN214220599U (en) | 2020-12-17 | 2020-12-17 | Batter post bearing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023057977.7U CN214220599U (en) | 2020-12-17 | 2020-12-17 | Batter post bearing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214220599U true CN214220599U (en) | 2021-09-17 |
Family
ID=77703276
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202023057977.7U Active CN214220599U (en) | 2020-12-17 | 2020-12-17 | Batter post bearing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214220599U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115182576A (en) * | 2022-07-21 | 2022-10-14 | 浙江宏坤建设集团有限公司 | Concrete inclined column formwork structure and construction method thereof |
-
2020
- 2020-12-17 CN CN202023057977.7U patent/CN214220599U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115182576A (en) * | 2022-07-21 | 2022-10-14 | 浙江宏坤建设集团有限公司 | Concrete inclined column formwork structure and construction method thereof |
| CN115182576B (en) * | 2022-07-21 | 2023-10-10 | 浙江宏坤建设集团有限公司 | Concrete diagonal column formwork structure and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| TWI689652B (en) | Beam-slab structure and construction method | |
| CN214220599U (en) | Batter post bearing structure | |
| CN213867376U (en) | Hollow bent cap construction equipment of opposite sex mound precious stone | |
| CN212956151U (en) | Cast-in-place beam flange plate template system | |
| CN212002270U (en) | Reinforcing device for bottom template of stand oblique beam | |
| CN112144417A (en) | Construction device and construction method for hollow coping of special-shaped pier gem | |
| CN110924415A (en) | Steel bar support frame structure for 4.5m thick large raft foundation and construction method thereof | |
| CN215670918U (en) | Operation frame for high slope lattice beam | |
| CN207392451U (en) | A kind of building armored concrete overhangs girder construction | |
| CN206015700U (en) | A kind of raft foundation steelframe support | |
| CN214364939U (en) | Fastener type steel pipe lattice column supporting structure | |
| CN209779457U (en) | Supporting device for box girder side template | |
| CN210370010U (en) | Truss-like boot foot for lattice support | |
| CN206220322U (en) | A kind of pre-stress floor | |
| CN218437186U (en) | Single-side supporting formwork internal corner supporting structure | |
| CN213837853U (en) | Supporting structure for construction of large-span corrugated steel arch body | |
| CN218522330U (en) | Reinforced structure of circular heel post | |
| CN210066497U (en) | Prefabricated I-beam side-span bridge deck pavement formwork support device | |
| CN217680507U (en) | Cast-in-place ramp template formwork system | |
| CN216739280U (en) | Safety protection shed for construction of overpass bridge | |
| CN219710964U (en) | Supporting structure of cast-in-situ floor | |
| CN215038576U (en) | Combined type steel pedestal module unit structure suitable for different precast beam sizes | |
| CN212200085U (en) | Cast-in-place beam support with uniform cross section | |
| CN211872655U (en) | Pi-shaped steel mixed combination bridge unit construction mold | |
| CN218881162U (en) | High-rise assembled structure of concrete of encorbelmenting |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |