CN218623313U - Building is built with pouring template bearing structure - Google Patents
Building is built with pouring template bearing structure Download PDFInfo
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- CN218623313U CN218623313U CN202223124647.4U CN202223124647U CN218623313U CN 218623313 U CN218623313 U CN 218623313U CN 202223124647 U CN202223124647 U CN 202223124647U CN 218623313 U CN218623313 U CN 218623313U
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- cross beam
- mounting seat
- building construction
- lifting rack
- support structure
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Abstract
The application relates to the technical field of building construction, in particular to a pouring template supporting structure for building construction, which comprises a bottom column, a cross beam, a clamping piece and a driving assembly; the clamping piece comprises a mounting seat, a clamping plate and a reinforcing rod; the mounting seat is connected with the cross beam in a sliding manner; one end of the clamping plate is vertically connected with the mounting seat; one end of the reinforcing rod is connected with the mounting seat, and the other end of the reinforcing rod is connected with one end of the clamping plate far away from the mounting seat; the driving assembly is used for enabling the two installation seats to be close to each other along the length direction of the cross beam. The room of design is built and is pour template bearing structure, realize through splint and crossbeam to pouring the support of template, the stiffener, splint and mount pad form a triangle stable support structure for the effort that the splint upper end received is dispersed to the mount pad on by the stiffener, thereby makes the intensity of overall structure increase, and splint and mount pad junction are difficult for producing under long-time effort and damage, and then the life of template bearing structure is pour in the extension.
Description
Technical Field
The application relates to a construction technical field is built in the room, especially relates to a building is built with pouring template bearing structure.
Background
In the form supporting structure for concrete cast-in-place construction in construction, steel or wood beams are generally assembled into form support brackets, steel or wood rods are used for building scaffolds to form support brackets, and the steel form is matched for concrete construction.
The template support frame is mostly made by wood system rod or iron pipe, receives the restriction of its size, and the height of template support frame does not have the adjustability, and present pouring template support frame when using, can only support fixedly to the bottom surface, can not pour the template to both sides simultaneously and carry out the centre gripping fixed.
In order to solve the problem, the patent document with the application number of 202122036703.8 discloses a house building engineering pours template support frame with flexible regulation reinforcement type roof beam, including the flexible post of bottom pillar and bottom pillar upper end installation, and the crossbeam of flexible post upper end installation, the first shifting chute inner chamber slidable mounting that the crossbeam upper end was seted up has splint, the first threaded rod surface mounting who first shifting chute inner chamber set up has first gear, first threaded rod runs through the splint lower extreme, the lifter bar is installed to the roof lower extreme of crossbeam upper end installation, the tooth and the first gear engagement of lifter bar side-mounting, first spring is installed to lifter bar lower extreme.
To the correlation technique among the above-mentioned, the inventor thinks that the house building engineering of design is with flexible regulation reinforcement type room roof beam formwork support frame that pours, because splint only have the lower extreme to be connected with first threaded rod, when concreting, the concrete can produce great effort to the splint for the splint upper end has the trend of outside skew, because the required setting time of concrete is longer, under long-time effort, splint and first threaded rod junction take place the damage easily, thereby the influence pours formwork bearing structure's life.
SUMMERY OF THE UTILITY MODEL
In order to prolong bearing structure's life, this application provides a building is with pouring template bearing structure.
The application provides a pair of form bearing structure is pour with building in room adopts following technical scheme:
a pouring template supporting structure for house construction comprises a bottom column and a cross beam, wherein the bottom column is vertically connected with the cross beam, and the pouring template supporting structure further comprises a clamping piece and a driving assembly; two groups of clamping pieces are arranged at two ends of the length of the cross beam respectively; the clamping piece comprises a mounting seat, a clamping plate and a reinforcing rod; the mounting seat is connected with the cross beam in a sliding manner; one end of the clamping plate is vertically connected with the mounting seat; one end of the reinforcing rod is connected with the mounting seat, the other end of the reinforcing rod is connected with one end of the clamping plate far away from the mounting seat, and the reinforcing rod, the clamping plate and the mounting seat form a triangular structure; the driving assembly is connected with the mounting seats and used for driving the two mounting seats to be close to each other along the length direction of the cross beam.
By adopting the technical scheme, the driving assembly is adjusted while the beam is tightly abutted against the bottom pouring template until the mounting seat drives the clamping plates to abut against the two side pouring templates, so that the pouring templates are supported; the room of design is built with pouring template bearing structure, realize to pouring the support of template through splint and crossbeam, be close to each other through two mount pads of drive assembly drive, the stiffener, splint and mount pad form a triangle stable support structure, make the effort that the splint upper end received dispersed to the mount pad on by the stiffener, thereby make the intensity of whole structure increase, splint and the difficult production of mount pad junction damage under long-time effort, and then the life of template bearing structure is pour in the extension.
Optionally, the driving assembly includes a bidirectional screw, a lifting rack and a gear; the bottom of the mounting seat is provided with a sliding block; the cross beam is provided with a limiting sliding chute for the sliding block to slide along the length direction of the cross beam; the bidirectional screw and the gear are both arranged in the limiting sliding chute, the gear is coaxially connected with the bidirectional screw, and the bidirectional screw is rotationally connected with the cross beam; the two sliding blocks are respectively in threaded connection with two ends of the bidirectional screw; the lifting rack is vertically arranged, the rack is connected with the cross beam in a sliding mode, and the lifting rack is meshed with the gear.
Through adopting above-mentioned technical scheme, lifting rack receives the effort of pouring the template, and it is rotatory to drive the gear in the time of the downstream, and the gear drives two-way screw rod and rotates, and two sliders are close to each other under the drive of two-way screw rod to make two mount pads be close to each other along crossbeam length direction, and then realize that two splint are spacing to the centre gripping of both sides pouring the template.
Optionally, one end of the lifting rack, which is far away from the bottom column, is connected with a butting disc.
Through adopting above-mentioned technical scheme, the butt dish of design has increased lifting rack and has pour the area of contact between the template to can strengthen stability.
Optionally, a compression spring is arranged at the lower end of the lifting rack, one end of the compression spring is abutted to the lifting rack, and the other end of the compression spring is abutted to the cross beam.
Through adopting above-mentioned technical scheme, the compression spring of design makes the lifting rack can be when not receiving the template effort of pouring rebound and reset through elasticity, and the lifting rack drives gear revolve simultaneously, and the gear drives two-way screw rod and rotates, and two sliders of two-way screw rod drive are kept away from each other to make two mount pads keep away from each other.
Optionally, the bottom pillar comprises a supporting section and a lifting section; the supporting section is coaxially connected with the lifting section through a bidirectional threaded rod in a threaded manner.
Through adopting above-mentioned technical scheme, utilize the altitude mixture control of two-way threaded rod realization foundation.
Optionally, the bidirectional threaded rod is connected with a force application handle.
Through adopting above-mentioned technical scheme, the application of force handle of design is convenient for the two-way threaded rod of manual regulation.
Optionally, one end of the bottom column, which is far away from the cross beam, is coaxially connected with a disc base.
Through adopting above-mentioned technical scheme, the disc base of design can increase the area of contact of foundation and ground to promote whole bearing structure's stability.
Optionally, the steel plate further comprises two reinforcing ribs; the two reinforcing rib plates are uniformly distributed along the circumferential direction of the bottom pillar; one end of the reinforcing rib plate is connected with the periphery of the bottom column, and the other end of the reinforcing rib plate is connected with the bottom wall of the cross beam.
Through adopting above-mentioned technical scheme, the reinforcing floor of design can improve the foundation post to pouring the support intensity of template.
In summary, the present application includes at least one of the following beneficial technical effects:
1. according to the designed pouring template supporting structure for building, the supporting of a pouring template is realized through the clamping plates and the cross beams, the two mounting seats are driven to be close to each other through the driving assembly, a triangular stable supporting structure is formed through the reinforcing rods, the clamping plates and the mounting seats, so that the acting force borne by the upper ends of the clamping plates is dispersed to the mounting seats through the reinforcing rods, the strength of the whole structure is increased, the joints of the clamping plates and the mounting seats are not easily damaged under the action of long time, and the service life of the pouring template supporting structure is prolonged;
2. according to the designed pouring template supporting structure for the house construction, the lifting rack is acted by the pouring template, the lifting rack moves downwards and simultaneously drives the gear to rotate, the gear drives the bidirectional screw to rotate, and the two sliding blocks are driven by the bidirectional screw to mutually approach each other, so that the two mounting seats are mutually approached along the length direction of the cross beam, and the two clamping plates are clamped and limited for the pouring templates on the two sides;
3. the room of design is built with pouring template bearing structure, makes the lifting rack can be when not receiving pouring template effort rebound and reset through compression spring, and lifting rack drives gear revolve simultaneously, and the gear drives two-way screw rod and rotates, and two sliders of two-way screw rod drive are kept away from each other to make two mount pads keep away from each other.
Drawings
Fig. 1 is a schematic overall structure diagram of a casting formwork support structure for building construction according to an embodiment of the present application.
Fig. 2 is a partial structural schematic view of a casting formwork support structure for building construction according to an embodiment of the present application.
Description of the reference numerals: 1. a bottom pillar; 11. a lifting section; 12. a support section; 2. a cross beam; 21. a limiting chute; 3. a clamping member; 31. a mounting seat; 32. a splint; 33. a reinforcing bar; 4. a drive assembly; 41. a bidirectional screw; 42. a lifting rack; 43. a gear; 44. a slider; 5. a butting tray; 6. a compression spring; 7. a bidirectional threaded rod; 71. a force application handle; 8. a disc base; 9. and a reinforcing rib plate.
Detailed Description
The present application is described in further detail below with reference to figures 1-2.
The embodiment of the application discloses a building is built with pouring template bearing structure.
Referring to fig. 1, the casting formwork support structure for building construction includes a bottom pillar 1, a cross member 2, a clamping member 3, and a driving assembly 4.
Referring to fig. 1, the bottom pillar 1 comprises a supporting section 12 and a lifting section 11, the lifting section 11 is coaxially and threadedly connected with the supporting section 12 through a bidirectional threaded rod 7, and in order to facilitate manual adjustment of the bidirectional threaded rod 7, a force application handle 71 is welded on the peripheral side of the bidirectional threaded rod 7; the bottom of the supporting section 12 is coaxially welded with a disc base 8; two reinforcing rib plates 9 are welded on the peripheral sides of the lifting sections 11, the two reinforcing rib plates 9 are uniformly distributed along the circumferential direction of the lifting sections 11, and one ends, far away from the lifting sections 11, of the reinforcing rib plates 9 are welded with the bottom wall of the cross beam 2.
Referring to fig. 1, the middle part of the cross beam 2 is vertically welded with the lifting section 11 of the bottom column 1, and the cross beam 2 is provided with a limiting sliding groove 21 along the length direction thereof.
Referring to fig. 1, there are two sets of the clamping members 3, and the two sets of the clamping members 3 are respectively disposed at two ends of the cross beam 2 in the length direction.
Referring to fig. 1, the clamp 3 includes a mounting seat 31, a clamping plate 32, and a reinforcing rod 33; the bottom end of the mounting seat 31 is welded with a sliding block 44, and the sliding block 44 is arranged in the limiting sliding groove 21; the clamping plate 32 is vertically connected with the mounting seat 31, one end of the reinforcing rod 33 is connected with the mounting seat 31, the other end of the reinforcing rod 33 is connected with one end, far away from the mounting seat 31, of the clamping plate 32, and the reinforcing rod 33, the clamping plate 32 and the mounting seat 31 form a triangular stable supporting structure.
Referring to fig. 1 and 2, the driving assembly 4 includes a bidirectional screw 41, a lifting rack 42, and a gear 43; two-way screw rod 41 and gear 43 all set up with spacing spout 21 in, two-way screw rod 41 and gear 43 coaxial welding, two sliders 44 respectively with two end threaded connection of two-way screw rod 41, two ends of two-way screw rod 41 all with crossbeam 2 rotation connection.
Referring to fig. 1 and 2, the lifting rack 42 is vertically arranged, the lifting rack 42 is slidably connected with the cross beam 2, and the lifting rack 42 is meshed with the gear 43; a compression spring 6 is arranged at the lower end of the lifting rack 42, one end of the compression spring 6 is abutted against the lifting rack 42, and the other end is abutted against the cross beam 2; the end of the lifting rack 42 far away from the bottom column 1 is coaxially welded with a butting disc 5.
The embodiment of the application provides a building is with pouring template bearing structure's implementation principle does: placing the building pouring template supporting structure at a preset position, adjusting the bidirectional threaded rod 7 until the lifting section 11 drives the beam 2 to be abutted against the pouring template, and simultaneously the pouring template generates a downward acting force on the lifting rack 42, the lifting rack 42 moves downwards and drives the gear 43 to rotate, the gear 43 drives the bidirectional threaded rod 41 to rotate, the two sliding blocks 44 approach each other along the limiting sliding groove 21, the sliding blocks 44 drive the two clamping plates 32 on the mounting seat 31 to approach each other until the clamping plates 32 abut against the pouring templates at two sides, so that the building pouring template supporting is completed;
after the supporting is finished, the bidirectional threaded rod 7 is adjusted, the pouring template is gradually separated from the cross beam 2, the lifting rack 42 is reset upwards under the acting force of the compression spring 6 and drives the gear 43 to rotate, the gear 43 drives the bidirectional threaded rod 41 to rotate, the two sliders 44 are far away from each other along the limiting sliding groove 21, the sliders 44 drive the two clamping plates 32 on the mounting seat 31 to be far away from each other, and therefore the clamping plates 32 do not pour the template clamping on two sides any more and are limited.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a room is built with pouring template bearing structure, includes sill pillar (1) and crossbeam (2), sill pillar (1) is connected its characterized in that with crossbeam (2) is perpendicular: the clamping device also comprises a clamping piece (3) and a driving component (4);
two groups of clamping pieces (3) are arranged, and the two groups of clamping pieces (3) are respectively arranged at two ends of the length of the cross beam (2);
the clamping piece (3) comprises a mounting seat (31), a clamping plate (32) and a reinforcing rod (33);
the mounting seat (31) is connected with the cross beam (2) in a sliding manner;
one end of the clamping plate (32) is vertically connected with the mounting seat (31);
one end of the reinforcing rod (33) is connected with the mounting seat (31), the other end of the reinforcing rod is connected with one end, far away from the mounting seat (31), of the clamping plate (32), and the reinforcing rod (33), the clamping plate (32) and the mounting seat (31) form a triangular structure;
the driving assembly (4) is connected with the installation seats (31) and used for driving the two installation seats (31) to be close to each other along the length direction of the cross beam (2).
2. The cast formwork support structure for building construction according to claim 1, characterized in that: the driving assembly (4) comprises a bidirectional screw (41), a lifting rack (42) and a gear (43);
a sliding block (44) is arranged at the bottom of the mounting seat (31);
the cross beam (2) is provided with a limiting sliding groove (21) for the sliding block (44) to slide along the length direction of the cross beam;
the two-way screw (41) and the gear (43) are both arranged in the limiting sliding groove (21), the gear (43) is coaxially connected with the two-way screw (41), and the two-way screw (41) is rotatably connected with the cross beam (2);
the two sliding blocks (44) are respectively in threaded connection with two ends of the bidirectional screw rod (41);
the lifting rack (42) is vertically arranged, the lifting rack (42) is connected with the cross beam (2) in a sliding mode, and the lifting rack (42) is meshed with the gear (43).
3. The building construction pouring formwork support structure according to claim 2, wherein: one end, far away from the bottom column (1), of the lifting rack (42) is connected with a butting disc (5).
4. The cast formwork support structure for building construction according to claim 2, characterized in that: the lower end of the lifting rack (42) is provided with a compression spring (6), one end of the compression spring (6) is abutted to the lifting rack (42), and the other end of the compression spring is abutted to the cross beam (2).
5. The cast formwork support structure for building construction according to claim 1, characterized in that: the bottom column (1) comprises a supporting section (12) and a lifting section (11);
the supporting section (12) is coaxially in threaded connection with the lifting section (11) through a bidirectional threaded rod (7).
6. The cast formwork support structure for building construction according to claim 5, wherein: the bidirectional threaded rod (7) is connected with a force application handle (71).
7. The cast formwork support structure for building construction according to claim 1, characterized in that: and one end of the bottom column (1) far away from the cross beam (2) is coaxially connected with a disc base (8).
8. The building construction pouring formwork support structure according to claim 1, wherein: also comprises two reinforcing ribs (9);
the two reinforcing rib plates (9) are uniformly distributed along the circumferential direction of the bottom column (1);
one end of the reinforcing rib plate (9) is connected with the peripheral side of the bottom column (1), and the other end of the reinforcing rib plate is connected with the bottom wall of the cross beam (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223124647.4U CN218623313U (en) | 2022-11-23 | 2022-11-23 | Building is built with pouring template bearing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223124647.4U CN218623313U (en) | 2022-11-23 | 2022-11-23 | Building is built with pouring template bearing structure |
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| Publication Number | Publication Date |
|---|---|
| CN218623313U true CN218623313U (en) | 2023-03-14 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223124647.4U Active CN218623313U (en) | 2022-11-23 | 2022-11-23 | Building is built with pouring template bearing structure |
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| CN (1) | CN218623313U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116427707A (en) * | 2023-06-13 | 2023-07-14 | 山西建设投资集团有限公司 | Template strutting arrangement for building concrete placement construction |
| CN117888739A (en) * | 2024-03-14 | 2024-04-16 | 河南江仁建设工程有限公司 | Reinforcing apparatus based on building structure crossbeam |
-
2022
- 2022-11-23 CN CN202223124647.4U patent/CN218623313U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116427707A (en) * | 2023-06-13 | 2023-07-14 | 山西建设投资集团有限公司 | Template strutting arrangement for building concrete placement construction |
| CN116427707B (en) * | 2023-06-13 | 2023-08-18 | 山西建设投资集团有限公司 | Template strutting arrangement for building concrete placement construction |
| CN117888739A (en) * | 2024-03-14 | 2024-04-16 | 河南江仁建设工程有限公司 | Reinforcing apparatus based on building structure crossbeam |
| CN117888739B (en) * | 2024-03-14 | 2024-05-24 | 河南江仁建设工程有限公司 | Reinforcing apparatus based on building structure crossbeam |
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