CN218233146U - Supporting device for pouring drainage side ditch - Google Patents
Supporting device for pouring drainage side ditch Download PDFInfo
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- CN218233146U CN218233146U CN202222038906.5U CN202222038906U CN218233146U CN 218233146 U CN218233146 U CN 218233146U CN 202222038906 U CN202222038906 U CN 202222038906U CN 218233146 U CN218233146 U CN 218233146U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
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- Y02A30/60—Planning or developing urban green infrastructure
Abstract
The utility model discloses a supporting device for pouring a drainage side ditch, which relates to the technical field of drainage ditch construction and comprises a first supporting plate, a second supporting plate, a third supporting plate and a fourth supporting plate; a first steel pipe, a second steel pipe, a third steel pipe, a fourth steel pipe, a fifth steel pipe and a sixth steel pipe are also arranged; the first steel pipe, the second steel pipe, the third steel pipe and the fourth steel pipe are arranged on the sixth steel pipe at intervals, and a fifth steel pipe is arranged between the third steel pipe and the fourth steel pipe; be equipped with three square timber between first steel pipe and the first backup pad, be equipped with three square timber between second backup pad and the third steel pipe, be equipped with three square timber between third backup pad and the fourth steel pipe, be equipped with three square timber between fourth backup pad and the second steel pipe. The utility model discloses a set up the integrated configuration of steel pipe subassembly, square timber and supporting plate subassembly, need not to install the bracing and to drawing the screw rod, reduced auxiliary material's waste, improved concrete structure quality and pleasing to the eye degree.
Description
Technical Field
The utility model belongs to the technical field of the drainage ditch construction technique and specifically relates to a strutting arrangement for pour drainage side ditch is related to.
Background
The drainage ditch is used as a common accessory structure of roads and bridges and mainly used for collecting and draining surface water. As one of common drainage ditches, the cast-in-place concrete drainage ditch has the characteristics of long service life, strong drainage capacity, difficult damage and the like. However, when the drainage side ditch template is installed, the traditional construction process adopts a diagonal screw and diagonal bracing system, the construction process is complicated, the installation efficiency is low, the number of auxiliary materials is large, the diagonal bracing system is greatly influenced by the terrain environment, and the excavation width and area need to be increased to ensure the diagonal bracing supporting working face; because the actual construction ditches on site are mostly modified from ditches in the current situation, the soil quality of the periphery is poor, the stress points of the inclined struts are unstable, the problems of mold expansion and the like easily occur in the concrete pouring process, and the quality of the ditches is influenced; in addition, after the template is removed in the later period, due to the influence on the pull screw, a plurality of holes exist in the side wall, the hole sealing quality is difficult to guarantee, and leakage is easy to occur; the beauty is poor after the repair is finished.
China patent CN211873801U relates to the drainage ditch construction field, and provides a sliding-mode cast-in-place drainage ditch movable support. The sliding-mode cast-in-place drainage ditch moving support comprises a walking support, wherein an outer template adjusting device, an inner template adjusting device and a steel bar fixing device are arranged on the walking support, and the outer template adjusting device comprises a first bidirectional screw and an outer side lifting appliance; the inner template adjusting device comprises a second bidirectional screw and an inner side lifting appliance; the rebar fixation device includes two rebar spreaders. This application is through setting up walking support transporting formwork board, reduce the human cost, increase work efficiency, improve economic benefits, and pour the concrete in-process, support inner formword and exterior sheathing through walking support, increase the accuracy of location, two inner formword and exterior sheathing synchronous motion, the even shaping of concrete, ensure that the escape canal accords with the designing requirement, the position of inboard hoist and outside hoist is adjustable simultaneously, make walking support can be applicable to the lifting by crane work of the template of different size ranges, increase application range.
Chinese patent CN106836445A belongs to airport construction engineering escape canal founds mould and pours technical field, in order to solve the escape canal groove construction, because the slot is mostly variable cross section, because the structural limitation of current founding mould and excavator device, lead to founding devices such as mould can not reuse, construction cycle length, escape canal construction quality is difficult to guarantee the scheduling problem, this utilizes adjustable excavator device and slot forming die to carry out excavation once and founds the mould to the slot and pour, adjustable slot forming die is including founding the mould support, plank sheathing and rectangular cross section hollow steel pipe, escape canal inside groove wall setting is hugged closely to two plank sheathing, found the mould support and forms the support to the plank sheathing, and utilize the rotating member to carry out the tensioning to both sides plank sheathing. The vertical die support slope ratio of the adjustable groove forming die can be adjusted according to the change of the groove slope ratio, the die does not need to be machined again, only the die needs to be simply adjusted, the traditional integral welding vertical die support is compared, the utilization rate of the die is higher, and the adjusting process is simple.
However, the retrieved patent is complex in structure, needs a screw rod, an anchoring piece and other fixed connections, is difficult to disassemble and is high in use cost.
SUMMERY OF THE UTILITY MODEL
Compared with the prior art, the utility model provides a strutting arrangement for pour gutter.
In order to realize the purpose, the utility model discloses a technical scheme as follows:
a supporting device for pouring a drainage side ditch comprises a steel pipe assembly, square timber and a supporting plate assembly;
the support plate assembly comprises a first support plate, a second support plate, a third support plate and a fourth support plate;
the steel pipe assembly comprises a first steel pipe, a second steel pipe, a third steel pipe, a fourth steel pipe, a fifth steel pipe and a sixth steel pipe; the first steel pipe, the second steel pipe, the third steel pipe and the fourth steel pipe are arranged on the sixth steel pipe at intervals, and a fifth steel pipe is arranged between the third steel pipe and the fourth steel pipe;
be equipped with three square timber between first steel pipe and the first backup pad, be equipped with three square timber between second backup pad and the third steel pipe, be equipped with three square timber between third backup pad and the fourth steel pipe, be equipped with three square timber between fourth backup pad and the second steel pipe.
Furthermore, the first steel pipe, the second steel pipe, the third steel pipe and the fourth steel pipe are parallel to each other, and the first steel pipe, the second steel pipe, the third steel pipe and the fourth steel pipe are respectively and vertically arranged on one side face of the sixth steel pipe.
Furthermore, the fifth steel pipe and the sixth steel pipe are arranged in parallel, one end of the fifth steel pipe is perpendicular to the third steel pipe, and the other end of the fifth steel pipe is perpendicular to the fourth steel pipe.
Furthermore, the first support plate, the second support plate, the third support plate and the fourth support plate are respectively arranged on the side wall of the drainage ditch, the first steel pipe is arranged outside the side wall of the drainage ditch, and the first steel pipe and the first support plate are arranged in parallel; the third steel pipe is arranged outside the side wall of the drainage ditch and is arranged in parallel with the second supporting plate; the fourth steel pipe is arranged outside the side wall of the drainage ditch and is arranged in parallel with the third supporting plate; the second steel pipe sets up outside the lateral wall of escape canal, and second steel pipe and fourth backup pad parallel arrangement.
Furthermore, the first support plate, the second support plate, the third support plate and the fourth support plate are mutually parallel.
Furthermore, three square timbers between the first supporting plate and the first steel pipe are arranged at intervals, and all the three square timbers are fixedly arranged on the side surface of the first supporting plate; the three square timbers between the second support plate and the third steel pipe are arranged at intervals, and are fixedly arranged on the side surface of the second support plate; the three square timbers between the third supporting plate and the fourth steel pipe are arranged at intervals, and are fixedly arranged on the side surface of the second supporting plate; the three square timbers between fourth backup pad and the second steel pipe interval set up, and three square timbers are all fixed mounting on the side of fourth backup pad.
Further, the lengths of the second support plate and the third steel pipe are equal, the lengths of the third support plate and the fourth steel pipe are equal, the length of the first support plate is longer than that of the second support plate, the length of the first support plate is shorter than that of the first steel pipe, the length of the fourth support plate is longer than that of the third support plate, and the length of the fourth support plate is shorter than that of the second steel pipe.
Further, a fifth steel pipe is located between the second support plate and the third support plate.
Further, the third steel pipe and the fourth steel pipe are equal in length, the first steel pipe and the second steel pipe are equal in length, the first steel pipe is longer than the third steel pipe, and the fifth steel pipe is shorter than the third steel pipe.
Further, the first steel pipe, the second steel pipe, the third steel pipe and the fourth steel pipe are fixed on the sixth steel pipe in a full-weld welding mode, and the fifth steel pipe is fixed between the third steel pipe and the fourth steel pipe in a full-weld welding mode.
Further, the steel pipe assemblies are all phi 48mm steel pipes.
Compared with the prior art, the beneficial effects of the utility model are embodied in that:
the utility model has the advantages that by arranging the combined structure of the steel pipe component, the square timber and the supporting plate component, the inclined strut and the counter-pulling screw rod are not required to be installed, and the waste of auxiliary materials is reduced; the installation is convenient, the construction efficiency is improved, and the construction period is shortened; and the phenomena of mold expansion, mold running and the like are not easy to occur, and the quality and the attractiveness of the concrete structure are improved.
The utility model provides a steel pipe assembly whole welding configuration, the rigidity of rational utilization steel pipe itself to and integrality after the welding need not repeated dismantlement many times and makes up, and the construction is installed and removed simply.
Drawings
Fig. 1 is a schematic structural view of the supporting device of the present invention;
reference numerals: 1. a first support plate; 2. a second support plate; 3. a third support plate; 4. a fourth support plate; 5. a first steel pipe; 6. a second steel pipe; 7. a third steel pipe; 8. a fourth steel pipe; 9. a fifth steel pipe; 10. a sixth steel pipe; 11. square wood; 12. a drainage ditch; 13. a bottom plate of the ditch.
Detailed Description
In order to make the objects and technical solutions of the present invention clearer, the technical solutions of the present invention will be clearly and completely described below with reference to the following embodiments.
It should be noted that the terms "center", "upper", "lower", "horizontal", "left", "right", "front", "rear", "transverse", "longitudinal", and the like indicate orientations or positional relationships based on orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as limiting the present invention.
Example 1
The supporting device for pouring the gutter shown in figure 1 comprises a steel pipe assembly, square timber 11 and a supporting plate assembly; the support plate assembly comprises a first support plate 1, a second support plate 2, a third support plate 3 and a fourth support plate 4; the steel pipe assembly comprises a first steel pipe 5, a second steel pipe 6, a third steel pipe 7, a fourth steel pipe 8, a fifth steel pipe 9 and a sixth steel pipe 10; the first steel pipe 5, the second steel pipe 6, the third steel pipe 7 and the fourth steel pipe 8 are arranged on the sixth steel pipe 10 at intervals, the fifth steel pipe 9 is arranged between the third steel pipe 7 and the fourth steel pipe 8, specifically, the first steel pipe 5, the second steel pipe 6, the third steel pipe 7 and the fourth steel pipe 8 are fixed on the sixth steel pipe 10 in a full-weld welding mode, and the fifth steel pipe 9 is fixed between the third steel pipe 7 and the fourth steel pipe 8 in a full-weld welding mode; be equipped with three square timber 11 between first steel pipe 5 and the first backup pad 1, be equipped with three square timber 11 between second backup pad 2 and the third steel pipe 7, be equipped with three square timber 11 between third backup pad 3 and the fourth steel pipe 8, be equipped with three square timber 11 between fourth backup pad 4 and the second steel pipe 6.
The first steel pipe 5, the second steel pipe 6, the third steel pipe 7 and the fourth steel pipe 8 are parallel to each other, and the first steel pipe 5, the second steel pipe 6, the third steel pipe 7 and the fourth steel pipe 8 are respectively and vertically arranged on one side face of the sixth steel pipe 10. The fifth steel pipe 9 and the sixth steel pipe 10 are arranged in parallel, and one end of the fifth steel pipe 9 is perpendicular to the third steel pipe 7, and the other end is perpendicular to the fourth steel pipe 8. The first support plate 1, the second support plate 2, the third support plate 3 and the fourth support plate 4 are respectively arranged at the side wall position of the drainage ditch 12, the first steel pipe 5 is arranged outside the side wall of the drainage ditch 12, and the first steel pipe 5 is arranged in parallel with the first support plate 1; the third steel pipe 7 is arranged outside the side wall of the drainage ditch 12, and the third steel pipe 7 is arranged in parallel with the second supporting plate 2; the fourth steel pipe 8 is arranged outside the side wall of the drainage ditch 12, and the fourth steel pipe 8 and the third support plate 3 are arranged in parallel; the second steel pipe 6 is arranged outside the side wall of the drainage ditch 12, and the second steel pipe 6 and the fourth supporting plate 4 are arranged in parallel.
And the first support plate 1, the second support plate 2, the third support plate 3 and the fourth support plate 4 are mutually parallel. The three square timbers 11 between the first supporting plate 1 and the first steel pipe 5 are arranged at intervals, and the three square timbers 11 are all fixedly arranged on the side surface of the first supporting plate 1; the three square timbers 11 between the second support plate 2 and the third steel pipe 7 are arranged at intervals, and the three square timbers 11 are all fixedly arranged on the side surface of the second support plate 2; three square timbers 11 between the third supporting plate 3 and the fourth steel pipe 8 are arranged at intervals, and the three square timbers 11 are all fixedly arranged on the side surface of the second supporting plate 2; the three square timbers 11 between the fourth supporting plate 4 and the second steel pipe 6 are arranged at intervals, and the three square timbers 11 are fixedly arranged on the side surface of the fourth supporting plate 4. Meanwhile, in order to enhance the stabilizing effect of the second support plate 2 and the third support plate 3 which are arranged at the middle positions, two square timbers 11 are arranged at the joints of the second support plate 2 and the sixth steel pipe 10 and are respectively arranged in two vertical corners formed by the second support plate 2 and the sixth steel pipe 10, and similarly, in order to enhance the stabilizing effect of the third support plate 3, two square timbers 11 are arranged at the joints of the third support plate 3 and the sixth steel pipe 10 and are respectively arranged in two vertical corners formed by the second support plate 2 and the sixth steel pipe 10.
The lengths of the second support plate 2 and the third steel pipe 7 are equal, the lengths of the third support plate 3 and the fourth steel pipe 8 are equal, the length of the first support plate 1 is longer than that of the second support plate 2, the length of the first support plate 1 is shorter than that of the first steel pipe 5, the length of the fourth support plate 4 is longer than that of the third support plate 3, and the length of the fourth support plate 4 is shorter than that of the second steel pipe 6. The fifth steel duct 9 is located between the second support plate 2 and the third support plate 3. The third steel pipe 7 and the fourth steel pipe 8 have the same length, the first steel pipe 5 and the second steel pipe 6 have the same length, the first steel pipe 5 has a length greater than that of the third steel pipe 7, and the fifth steel pipe 9 has a length smaller than that of the third steel pipe 7. The steel pipe components are all phi 48mm steel pipes.
The operating principle of the device is as follows: when welding the first steel pipe 5, the second steel pipe 6, the third steel pipe 7, the fourth steel pipe 8, the fifth steel pipe 9 and the sixth steel pipe 10 in the steel pipe assembly, it is preferable that the fourth steel pipe 8 and the third steel pipe 7 are welded to the sixth steel pipe 10 in sequence, then both ends of the fifth steel pipe 9 are welded and fixed to the third steel pipe 7 and the fourth steel pipe 8, and finally the first steel pipe 5 is welded to the sixth steel pipe 10.
And still be equipped with ditch bottom plate 13 between adjacent escape canal 12, wherein the length of first steel pipe 5, first backup pad 1, second steel pipe 6, fourth backup pad 4 all is darker than the degree of depth of escape canal 12, and the degree of depth here refers to the height in the vertical direction, and all extends to below escape canal 12, and first backup pad 1 and fourth backup pad 4 extend to below escape canal 12 and carry out the structure with ditch bottom plate 13, are favorable to strengthening firm strutting arrangement's support intensity. And the fourth steel pipe 8, the third steel pipe 7 and the fifth steel pipe 9 are all positioned above the ditch bottom plate 13, specifically, the third steel pipe 7 and the fourth steel pipe 8 are perpendicular to the ditch bottom plate 13, and the fifth steel pipe 9 is parallel to the ditch bottom plate 13. When the supporting plate component and the square timber 11 are installed, the steel pipe component is installed on the outer side of the square timber 11 at a certain interval, and the steel pipe component is only internally supported by the internal reinforcing steel bars of the supporting plate component without extra fixing measures; when the concrete pouring is finished and the formwork is disassembled, the support is directly lifted without complex operation. This strutting arrangement's structure is different from traditional escape canal template and adopts the steel pipe combination to support, is aided with the split screw, and this device adopts the whole welding configuration of a plurality of steel pipes, and the rigidity of each steel pipe self of rational utilization to and the integrality after the welding need not repeated dismantlement many times and combination. Meanwhile, the integral linearity of the ditch is ensured, the expansion and the die running are not easy to occur, and the problem that holes and holes need to be repaired does not exist because of no counter-pulling screw rods.
The above description is only for the embodiments of the present invention, and the description is specific and detailed, but not construed as limiting the scope of the present invention. It should be noted that, for those skilled in the art, without departing from the concept of the present invention, several variations and modifications can be made, which all fall within the scope of the present invention.
Claims (10)
1. A supporting device for pouring a drainage side ditch is characterized by comprising a steel pipe assembly, square timber and a supporting plate assembly;
the support plate assembly comprises a first support plate, a second support plate, a third support plate and a fourth support plate;
the steel pipe assembly comprises a first steel pipe, a second steel pipe, a third steel pipe, a fourth steel pipe, a fifth steel pipe and a sixth steel pipe; the first steel pipe, the second steel pipe, the third steel pipe and the fourth steel pipe are arranged on the sixth steel pipe at intervals, and a fifth steel pipe is arranged between the third steel pipe and the fourth steel pipe;
be equipped with three square timber between first steel pipe and the first backup pad, be equipped with three square timber between second backup pad and the third steel pipe, be equipped with three square timber between third backup pad and the fourth steel pipe, be equipped with three square timber between fourth backup pad and the second steel pipe.
2. The support device for casting a gutter according to claim 1, wherein the first steel pipe, the second steel pipe, the third steel pipe and the fourth steel pipe are parallel to each other, and the first steel pipe, the second steel pipe, the third steel pipe and the fourth steel pipe are perpendicular to the sixth steel pipe.
3. The support device for casting a gutter according to claim 1, wherein the fifth steel pipe is arranged in parallel with the sixth steel pipe, and one end of the fifth steel pipe is perpendicular to the third steel pipe, and the other end of the fifth steel pipe is perpendicular to the fourth steel pipe.
4. The support device for casting the gutter according to claim 1, wherein the first support plate, the second support plate, the third support plate and the fourth support plate are respectively installed at the position of the side wall of the gutter, the first steel pipe is arranged outside the side wall of the gutter, and the first steel pipe and the first support plate are arranged in parallel; the third steel pipe is arranged outside the side wall of the drainage ditch and is arranged in parallel with the second supporting plate; the fourth steel pipe is arranged outside the side wall of the drainage ditch and is arranged in parallel with the third supporting plate; the second steel pipe sets up outside the lateral wall of escape canal, and second steel pipe and fourth backup pad parallel arrangement.
5. The support device of claim 1, wherein the first support plate, the second support plate, the third support plate and the fourth support plate are parallel to each other.
6. The support device for casting the gutter according to claim 1, wherein three square timbers are arranged at intervals between the first support plate and the first steel pipe, and all three square timbers are fixedly arranged on the side surface of the first support plate; the three square timbers between the second support plate and the third steel pipe are arranged at intervals, and are fixedly arranged on the side surface of the second support plate; the three square timbers between the third supporting plate and the fourth steel pipe are arranged at intervals, and are fixedly arranged on the side surface of the second supporting plate; the three square timbers between fourth backup pad and the second steel pipe interval set up, and three square timbers are all fixed mounting on the side of fourth backup pad.
7. The brace apparatus of claim 1, wherein the second brace plate is of the same length as the third steel tube, the third brace plate is of the same length as the fourth steel tube, the first brace plate is longer than the second brace plate, the first brace plate is shorter than the first steel tube, the fourth brace plate is longer than the third brace plate, and the fourth brace plate is shorter than the second steel tube.
8. The brace apparatus for casting a gutter according to claim 1, wherein the third steel pipe and the fourth steel pipe have the same length, the first steel pipe and the second steel pipe have the same length, the first steel pipe has a length greater than that of the third steel pipe, and the fifth steel pipe has a length less than that of the third steel pipe.
9. The support device for casting a gutter according to claim 1, wherein the first steel pipe, the second steel pipe, the third steel pipe and the fourth steel pipe are fixed on the sixth steel pipe in a full-welded manner, and the fifth steel pipe is fixed between the third steel pipe and the fourth steel pipe in a full-welded manner.
10. A support means for use in casting gutters as claimed in claim 1, characterised in that the steel pipe assemblies are all of phi 48mm steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222038906.5U CN218233146U (en) | 2022-08-03 | 2022-08-03 | Supporting device for pouring drainage side ditch |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222038906.5U CN218233146U (en) | 2022-08-03 | 2022-08-03 | Supporting device for pouring drainage side ditch |
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| Publication Number | Publication Date |
|---|---|
| CN218233146U true CN218233146U (en) | 2023-01-06 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222038906.5U Active CN218233146U (en) | 2022-08-03 | 2022-08-03 | Supporting device for pouring drainage side ditch |
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| CN (1) | CN218233146U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116695848A (en) * | 2023-08-08 | 2023-09-05 | 山西三建集团建设工程有限公司 | Construction method of cast-in-place concrete drain open trench |
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2022
- 2022-08-03 CN CN202222038906.5U patent/CN218233146U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116695848A (en) * | 2023-08-08 | 2023-09-05 | 山西三建集团建设工程有限公司 | Construction method of cast-in-place concrete drain open trench |
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