CN212742613U - Steel structure foundation for fixedly placing premixed mortar cylinder - Google Patents
Steel structure foundation for fixedly placing premixed mortar cylinder Download PDFInfo
- Publication number
- CN212742613U CN212742613U CN202021085500.7U CN202021085500U CN212742613U CN 212742613 U CN212742613 U CN 212742613U CN 202021085500 U CN202021085500 U CN 202021085500U CN 212742613 U CN212742613 U CN 212742613U
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- Prior art keywords
- rods
- steel structure
- ready
- foundation
- mortar cylinder
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 43
- 239000010959 steel Substances 0.000 title claims abstract description 43
- 239000004570 mortar (masonry) Substances 0.000 title claims abstract description 40
- 230000008093 supporting effect Effects 0.000 claims abstract description 30
- 239000004567 concrete Substances 0.000 claims abstract description 8
- 230000000087 stabilizing effect Effects 0.000 claims description 12
- 238000003466 welding Methods 0.000 claims description 4
- 235000017166 Bambusa arundinacea Nutrition 0.000 abstract description 12
- 235000017491 Bambusa tulda Nutrition 0.000 abstract description 12
- 241001330002 Bambuseae Species 0.000 abstract description 12
- 235000015334 Phyllostachys viridis Nutrition 0.000 abstract description 12
- 239000011425 bamboo Substances 0.000 abstract description 12
- 238000010276 construction Methods 0.000 abstract description 12
- 239000000463 material Substances 0.000 abstract description 6
- 239000011150 reinforced concrete Substances 0.000 abstract description 6
- 239000002699 waste material Substances 0.000 abstract description 5
- 230000000694 effects Effects 0.000 description 3
- 239000003381 stabilizer Substances 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
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Abstract
The utility model discloses a fixed steel construction basis of placing of a ready-mixed mortar section of thick bamboo places subaerially at the basis of concrete, including fixing base, connecting sleeve and locking groove, the fixing base is established subaerially on the basis, for the rectangular frame structure, the connecting sleeve is established in the centre and bight of fixing base to be connected with the firm pole that basic subaerial exposes, locking groove establishes on the fixing base upper surface, and a ready-mixed mortar section of thick bamboo is established and is located locking groove on the fixing base upper surface. The utility model adopts the steel structure foundation which can be circulated to place the premixed mortar cylinder to replace the existing reinforced concrete foundation, thereby effectively saving the cost; the steel structure foundation structure is stable, the supporting effect on the premixed mortar cylinder is good, and the premixed mortar cylinder is stable and reliable; the on-site excess material processing is adopted, the cost is low, the transportation is convenient, and the generation of construction waste is reduced.
Description
Technical Field
The utility model relates to a construction auxiliary device technical field, concretely relates to fixed steel construction basis of placing of a ready-mixed mortar section of thick bamboo.
Background
The foundation of the traditional premixed mortar silo is a reinforced concrete structure, formwork erecting is required according to a design drawing, reinforcing steel bars are bound, concrete is poured after acceptance and acceptance, and the premixed mortar silo is hoisted after the strength meets the installation requirement; and this basis belongs to disposable structure, and after finishing using and carrying out the secondary and remove when the ready-mixed mortar silo, this basis need abolish and clear up the outward transport with construction waste, has the extravagant and artifical extravagant of material to place the place at a ready-mixed mortar section of thick bamboo and all need set up the basis, cause very big waste, the utility model provides a fixed steel construction basis of placing of a ready-mixed mortar section of thick bamboo overcomes above-mentioned defect.
SUMMERY OF THE UTILITY MODEL
The utility model provides a fixed steel construction basis of placing of a ready-mixed mortar section of thick bamboo replaces reinforced concrete structure can used repeatedly to have supplementary firm effect, guarantee the stability of a ready-mixed mortar section of thick bamboo.
The utility model provides a technical scheme that above-mentioned technical problem adopted is:
a steel structure foundation is fixedly placed on a concrete foundation, and comprises a fixed seat, a connecting sleeve and a locking clamping groove, wherein the fixed seat is arranged on the foundation ground and is of a rectangular frame structure;
the fixing seat comprises support rods, connecting rods and inclined support rods, the two support rods are arranged in parallel, the connecting rods are connected to the corresponding end portions of the two support rods, and the inclined support rods are connected to the opposite end portions of the two support rods.
Furthermore, the connecting sleeve is vertically arranged, the connecting sleeve arranged at the corner is positioned on the outer side of the end part of the supporting rod, and the connecting sleeve arranged in the middle is positioned in an included angle of the inclined supporting rod.
Furthermore, the locking clamping groove comprises limiting blocks and fixed cover plates, the limiting blocks are arranged on the supporting rods in pairs, and the fixed cover plates are detachably connected to the limiting blocks.
Furthermore, the inclined supporting rods are vertically layered and arranged in a staggered mode, and the end portions of the connecting sleeves are connected to the inclined supporting rods.
Furthermore, the connecting sleeves are sleeved outside the stabilizing rods and are arranged in a one-to-one correspondence mode.
Furthermore, the number of the support rods, the number of the connecting rods and the number of the inclined support rods are two, the number of the connecting sleeves and the number of the stabilizing rods are 3-5, and four groups of locking clamping grooves are arranged.
Preferably, the supporting rods are i-shaped steel, the connecting rods and the inclined supporting rods are angle steel, the connecting sleeves and the stabilizing rods are steel tubes, the limiting blocks are square steel tubes, and the fixed cover plates are steel plates.
Preferably, the connecting sleeve and the locking clamping groove are connected to the fixing seat in a welding mode.
The utility model discloses beneficial effect as follows:
the steel structure foundation capable of being turned around is adopted to place the premixed mortar cylinder to replace the existing reinforced concrete foundation, so that the cost is effectively saved; the steel structure foundation structure is stable, the supporting effect on the premixed mortar cylinder is good, and the premixed mortar cylinder is stable and reliable; the on-site excess material processing is adopted, the cost is low, the transportation is convenient, and the generation of construction waste is reduced.
Drawings
FIG. 1 is a diagram illustrating the usage of the present invention;
FIG. 2 is a schematic view of the steel structure foundation structure of the present invention;
fig. 3 is a top view of the steel structure foundation of the present invention.
Reference numerals: 1-a fixed seat, 11-a supporting rod, 12-a connecting rod, 13-a diagonal rod, 2-a connecting sleeve, 3-a locking clamping groove, 31-a limiting block, 32-a fixed cover plate and 4-a stabilizing rod.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings, and obviously, the described embodiments are only some embodiments, not all embodiments, of the present invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
In the description of this patent, it is to be understood that the terms "center," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in the orientations and positional relationships indicated in the drawings for the convenience of describing the patent and for the simplicity of description, and are not intended to indicate or imply that the referenced devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and are not to be considered limiting of the patent.
As shown in fig. 1, 2, 3, a steel construction basis is placed to a fixed placing of ready-mixed mortar section of thick bamboo places at the basic subaerial of concrete, including fixing base 1, connecting sleeve 2 and locking clamping groove 3, fixing base 1 establishes subaerially on the basis, for the rectangular frame structure, connecting sleeve 2 establishes in the centre and bight of fixing base 1 to be connected with the subaerial firm pole 4 that exposes of basis, locking clamping groove 3 establishes on fixing base 1 upper surface, and a ready-mixed mortar section of thick bamboo is established and is located locking clamping groove 3 on fixing base 1 upper surface.
Generally, the fully loaded premixed mortar cylinder is about 30t, and the currently manufactured reinforced concrete foundation needs to be capable of bearing 40t of weight, so that a large reinforced concrete structure needs to be poured to limit the premixed mortar cylinder, and large material and labor waste is caused. The utility model discloses a fixing base 1 places on concrete foundation subaerial, utilizes connecting sleeve 2 and the firm pole 4 connection that exposes, fixes fixing base 1 stable subaerial on the basis, and what a premixed mortar section of thick bamboo's landing leg was firm is located locking draw-in groove 3, relies on the stable placing of fixing base 1. The automatic transfer device has the characteristics of simple structure and flexible transfer, and saves manpower and material resources.
As shown in fig. 2, the fixing base 1 includes support rods 11, a connecting rod 12 and an inclined strut 13, the two support rods 11 are arranged in parallel, the connecting rod 12 is connected to corresponding ends of the two support rods 11, and the inclined strut 13 is connected to opposite ends of the two support rods 11.
The supporting rods 11 play a supporting role, the connecting rods 12 play a connecting role to connect the two supporting rods 11, and the inclined supporting rods 13 play a reinforcing role to form triangular connection, reinforce the structural strength, keep stability and are used for placing the connecting sleeve 2 positioned in the middle.
Further, the connecting sleeve 2 is vertically arranged, the connecting sleeve 2 arranged at the corner is positioned outside the end part of the supporting rod 11, and the connecting sleeve 2 arranged in the middle is positioned in an included angle of the inclined supporting rod 13.
Connecting sleeve 2 cover is on firm pole 4, plays the effect of reverse support when having the yawing force, and then plays the effect of preventing empting to have the positioning action, the connecting sleeve 2 skew center department that is located the centre sets up, lays the back of taking one's place at fixing base 1, can guarantee the angle of placing and the position of a premixed mortar section of thick bamboo, it is more convenient.
As shown in fig. 2, further, the locking slot 3 includes a stopper 31 and a fixed cover plate 32, the stopper 31 is disposed on the supporting rod 11 in pair, and the fixed cover plate 32 is detachably connected to the stopper 31. The stabilizer blade of a premixed mortar section of thick bamboo is placed on the top surface of bracing piece 11, is located between a pair of stopper 31, and fixed apron 32 is located the stabilizer blade top, restricts the vertical displacement of stabilizer blade. When the support legs are placed, battens can be placed in the gaps of the limiting blocks 31 to fix the support legs, and the stable placement of the premixed mortar cylinder is guaranteed.
As shown in fig. 2, the diagonal braces 13 are layered and staggered up and down, and the end of the connecting sleeve 2 is connected to the diagonal braces 13.
As shown in fig. 3, further, the connecting sleeves 2 are sleeved outside the stabilizing rods 4, and the positions thereof are arranged in a one-to-one correspondence.
Furthermore, the number of the support rods 11, the number of the connecting rods 12 and the number of the inclined support rods 13 are two, the number of the connecting sleeves 2 and the number of the stabilizing rods 4 are 3-5, and four groups of the locking clamping grooves 3 are provided.
Preferably, the support rod 11 is an i-steel, the connecting rod 12 and the diagonal rod 13 are angle steels, the connecting sleeve 2 and the stabilizing rod 4 are steel pipes, the limiting block 31 is a square steel pipe, and the fixed cover plate 32 is a steel plate.
Preferably, the connecting sleeve 2 and the locking clamping groove 3 are connected to the fixing seat 1 in a welding mode.
The utility model discloses a construction method as follows:
firstly, determining the position and the size of a foundation ground and the size of a steel structure foundation according to the construction position and the size of a premixed mortar cylinder;
secondly, pouring concrete at a place where a premixed mortar barrel needs to be placed, pouring C20 concrete with the thickness of 10-15cm in advance to serve as a foundation ground, and embedding 3-5 steel pipes as stabilizing rods 4 during pouring;
thirdly, manufacturing a steel structure foundation by utilizing the excess materials in the site in a welding connection or bolt connection mode;
fourthly, placing the steel structure foundation, aligning the connecting sleeve 2 and the stabilizing rod 4, and placing the fixed seat 1;
fifthly, transporting the premixed mortar barrel to a placing position, then opening the locking clamping groove 3, placing the support legs of the premixed mortar barrel in the clamping groove, and then covering the fixed cover plate 32 to complete the placing of the premixed mortar barrel;
and sixthly, after the construction in the area is finished, transferring the premixed mortar cylinder, detaching the steel structure foundation and transferring the steel structure foundation to the next working site.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein, and any reference signs in the claims are not intended to be construed as limiting the claim concerned.
Claims (8)
1. A steel structure foundation is fixedly placed on a concrete foundation, and is characterized by comprising a fixing seat (1), a connecting sleeve (2) and a locking clamping groove (3), wherein the fixing seat (1) is arranged on the foundation ground and is of a rectangular frame structure, the connecting sleeve (2) is arranged in the middle and at the corner of the fixing seat (1) and is connected with a stabilizing rod (4) exposed on the foundation ground, the locking clamping groove (3) is arranged on the upper surface of the fixing seat (1), and a premixed mortar cylinder is arranged on the upper surface of the fixing seat (1) and is positioned in the locking clamping groove (3);
the fixing seat (1) comprises supporting rods (11), connecting rods (12) and inclined supporting rods (13), the two supporting rods (11) are arranged in parallel, the connecting rods (12) are connected to the corresponding end portions of the two supporting rods (11), and the inclined supporting rods (13) are connected to the opposite end portions of the two supporting rods (11).
2. The ready-mixed mortar cylinder fixed placement steel structure foundation as claimed in claim 1, wherein: the connecting sleeves (2) are vertically arranged, the connecting sleeves (2) arranged at the corners are positioned on the outer sides of the end parts of the supporting rods (11), and the connecting sleeves (2) arranged in the middle are positioned in an included angle of the inclined supporting rods (13).
3. The ready-mixed mortar cylinder fixed placement steel structure foundation as claimed in claim 1, wherein: the locking clamping groove (3) comprises a limiting block (31) and a fixed cover plate (32), the limiting block (31) is arranged on the supporting rod (11) in pairs, and the fixed cover plate (32) is detachably connected to the limiting block (31).
4. The ready-mixed mortar cylinder fixed placement steel structure foundation as claimed in claim 2, wherein: the inclined supporting rods (13) are vertically layered and are arranged in a staggered mode, and the end portions of the connecting sleeves (2) are connected to the inclined supporting rods (13).
5. The ready-mixed mortar cylinder fixed placement steel structure foundation as claimed in claim 1, wherein: the connecting sleeves (2) are sleeved on the outer sides of the stabilizing rods (4) and are arranged in a one-to-one correspondence mode.
6. The ready-mixed mortar cylinder fixed placement steel structure foundation as claimed in claim 1, wherein: the two support rods (11), the two connecting rods (12) and the two inclined support rods (13) are arranged, the number of the connecting sleeves (2) and the number of the fixing rods (4) are 3-5, and four groups of the locking clamping grooves (3) are arranged.
7. The ready-mixed mortar cylinder fixed placement steel structure foundation as claimed in claim 3, wherein: the supporting rod (11) is made of I-shaped steel, the connecting rod (12) and the inclined supporting rod (13) are made of angle steel, the connecting sleeve (2) and the stabilizing rod (4) are made of steel pipes, the limiting block (31) is made of square steel pipes, and the fixed cover plate (32) is made of steel plates.
8. The ready-mixed mortar cylinder fixed placement steel structure foundation as claimed in claim 1, wherein: the connecting sleeve (2) and the locking clamping groove (3) are connected to the fixing seat (1) in a welding mode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021085500.7U CN212742613U (en) | 2020-06-12 | 2020-06-12 | Steel structure foundation for fixedly placing premixed mortar cylinder |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021085500.7U CN212742613U (en) | 2020-06-12 | 2020-06-12 | Steel structure foundation for fixedly placing premixed mortar cylinder |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212742613U true CN212742613U (en) | 2021-03-19 |
Family
ID=75008025
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021085500.7U Expired - Fee Related CN212742613U (en) | 2020-06-12 | 2020-06-12 | Steel structure foundation for fixedly placing premixed mortar cylinder |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212742613U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113183326A (en) * | 2021-04-09 | 2021-07-30 | 中铁六局集团太原铁路建设有限公司 | Construction method for refilling silo of mixing station under complex geological condition |
| CN113323003A (en) * | 2021-06-15 | 2021-08-31 | 中国建筑第八工程局有限公司 | Cement tank foundation capable of being circulated and construction method thereof |
-
2020
- 2020-06-12 CN CN202021085500.7U patent/CN212742613U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113183326A (en) * | 2021-04-09 | 2021-07-30 | 中铁六局集团太原铁路建设有限公司 | Construction method for refilling silo of mixing station under complex geological condition |
| CN113323003A (en) * | 2021-06-15 | 2021-08-31 | 中国建筑第八工程局有限公司 | Cement tank foundation capable of being circulated and construction method thereof |
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Legal Events
| 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: 20210319 |