CN211895777U - High-strength concrete slab mounting system adopting sliding rails - Google Patents
High-strength concrete slab mounting system adopting sliding rails Download PDFInfo
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- CN211895777U CN211895777U CN202020417561.2U CN202020417561U CN211895777U CN 211895777 U CN211895777 U CN 211895777U CN 202020417561 U CN202020417561 U CN 202020417561U CN 211895777 U CN211895777 U CN 211895777U
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- Prior art keywords
- strength concrete
- high strength
- slide rail
- concrete slab
- mounting system
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- 239000011372 high-strength concrete Substances 0.000 title claims abstract description 56
- 238000009434 installation Methods 0.000 claims abstract description 28
- 210000000245 forearm Anatomy 0.000 claims abstract description 9
- 239000000126 substance Substances 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 3
- 230000000694 effects Effects 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 230000008901 benefit Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000005034 decoration Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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- Leg Units, Guards, And Driving Tracks Of Cranes (AREA)
Abstract
The utility model provides an adopt high strength concrete slab installing the system of slide rail, include: fix each stand on floor structural layer in proper order through the stand base, pass respectively and horizontal installation respectively each support arm on the stand connects each adjacent the crossbeam of stand connects each adjacent slide rail between the support arm, and installs through the gyro wheel electric block on the slide rail, wherein, the support arm is in order to pass each the position of stand is divided into forearm and postbrachium, crossbeam and each the support arm is in same installation water flat line, the slide rail is installed respectively the head end below of forearm. The utility model provides an adopt high strength concrete slab installing the system of slide rail, when both can ensure safety and progress in the installation, also have great guarantee to the quality.
Description
Technical Field
The utility model relates to a high strength concrete slab installing the system, concretely relates to high strength concrete slab installing the system who adopts the slide rail.
Background
The high-strength concrete (HPC) plate is a special material, is attractive and durable, has various excellent characteristics, is widely applied to curtain wall decoration, can achieve a good decoration effect, has various effects, and is popular with consumers. In the curtain wall decoration industry, different areas such as more and more office buildings, large-scale public buildings and the like are installed by adopting large-area HPC plates.
The prior art of HPC board installation adopts tower crane and truck crane to install more, and dangerous great, the slow unable progress of satisfying requires the while quality to be difficult to guarantee.
SUMMERY OF THE UTILITY MODEL
The utility model relates to a solve above-mentioned problem and go on, provide an adopt high strength concrete slab installing the system of slide rail, when both can ensure safety and progress in the installation, also have great guarantee to the quality.
To achieve the above object, the present invention provides a high strength concrete slab mounting system using a slide rail, having such features, including: fix each stand on floor structural layer in proper order through the stand base, pass respectively and horizontal installation respectively each support arm on the stand connects each adjacent the crossbeam of stand connects each adjacent slide rail between the support arm, and installs through the gyro wheel electric block on the slide rail, wherein, the support arm is in order to pass each the position of stand is divided into forearm and postbrachium, crossbeam and each the support arm is in same installation water flat line, the slide rail is installed respectively the head end below of forearm.
The utility model provides an adopt high strength concrete slab installing the system of slide rail still has such characteristic, the length of postbrachium is greater than the forearm.
The utility model provides an adopt high strength concrete slab installing the system of slide rail still has such characteristic, each the stand top and each that corresponds be fixed with first oblique pull rod between the head end of forearm.
The utility model provides an adopt high strength concrete slab installing the system of slide rail still has such characteristic, each the stand top and each that corresponds be fixed with the second diagonal draw bar between the end of trailing arm.
The utility model provides an adopt high strength concrete slab installing the system of slide rail still has such characteristic, each the end of trailing arm with correspond be fixed with the third diagonal draw bar between the floor structural layer.
The utility model provides an adopt high strength concrete slab installing the system of slide rail still has such characteristic, still has the diagonal web member of fixing between the support arm fixed department of the bottom of each stand and the adjacent stand in both sides.
The utility model provides an adopt high strength concrete slab installing the system of slide rail still has such characteristic, the stand base is in through the tiling the spare is buried to the back benefit on the floor structural layer, is fixed by the chemical crab-bolt in the floor structural layer, thick stiffened plate has on the spare is buried to the back benefit.
The utility model provides an adopt high strength concrete slab installing the system of slide rail still has such characteristic, the forearm the postbrachium with thick stiffened plate has on the contact surface of stand.
The utility model provides an adopt high strength concrete slab installing the system of slide rail still has such characteristic, the slide rail is the I-shaped slide rail, electric block's gyro wheel is installed on the last rail of I-shaped slide rail.
Utility model action and effect
The utility model relates to an adopt high strength concrete slab installing the system of slide rail, erect support and slide rail used for hoisting the high strength concrete slab, hoist and transport the high strength concrete slab through the electric block installed on the slide rail, use convenient and easy to operate, the security is higher and less influenced by the environment compared with the traditional installation technology, because the slide rail promotes the speed invariable, the installation stability is higher so to the roughness of panel, the straightness etc. hang down more easily control; the installation progress can be greatly improved by simultaneously constructing a plurality of hoists. The utility model relates to an adopt high strength concrete slab installing the system of slide rail, be particularly useful for the site operation condition not enough and the too big construction project of the monolithic quality of high strength concrete slab, installation safe and reliable is rapid.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the structures shown in the drawings without creative efforts.
Fig. 1 is an overall schematic view of a high strength concrete slab mounting system employing sliding rails in an embodiment of the present invention.
Fig. 2 is a schematic view of an installation structure of a high strength concrete slab installation system using a sliding rail according to an embodiment of the present invention.
Fig. 3 is a schematic view showing a partial installation structure of a high strength concrete slab installation system using a slide rail according to an embodiment of the present invention.
Fig. 4 is a partial mounting structure diagram of a high strength concrete slab mounting system using a sliding rail according to an embodiment of the present invention.
The objects, features and advantages of the present invention will be further described with reference to the accompanying drawings.
Detailed Description
The present invention relates to a high strength concrete slab mounting system using a slide rail, which will be described in detail with reference to the accompanying drawings and examples. The principles and features of the present invention are described below in conjunction with the following drawings, the examples given are only intended to illustrate the present invention and are not intended to limit the scope of the present invention.
Fig. 1 is a side view of a high strength concrete slab mounting system employing sliding rails according to an embodiment of the present invention.
Fig. 2 is a schematic front view of a high strength concrete slab mounting system employing sliding rails according to an embodiment of the present invention.
As shown in fig. 1 and 2, the utility model provides an adopt high strength concrete slab mounting system of slide rail that the utility model provides an adopt large-scale high strength concrete slab (HPC) board that the hoist and mount size is 2880 × 4220mm, include: the support structure comprises upright columns 10 which are sequentially fixed on a floor slab structural layer 13 through upright column bases 12, and support arms 11 which respectively penetrate through and are horizontally arranged on the upright columns 10.
Fig. 4 is a partial mounting structure diagram of a high strength concrete slab mounting system using a sliding rail according to an embodiment of the present invention.
As shown in fig. 4, in the high strength concrete slab installing system using the sliding rail provided by the present invention, each of the columns 10 has a base 12 fixed on the floor structure layer 13, the column base 12 is fixed in the floor structure layer 13 by a chemical anchor bolt 122 through a post-embedding part 121 tiled on the floor structure layer 13 surface, and a thick stiffened plate 123 is provided on the post-embedding part. In some embodiments, base 12 of each stud 10 is secured to floor structure layer 13 with 6 sets of M16 x 160mm chemical steel bolts (i.e., chemical anchors).
In addition, in the high strength concrete slab mounting system using the slide rail according to the present invention, each support arm 11 is divided into a front arm 111 and a rear arm 112 at a position passing through each of the columns 10. Generally, the rear arm 112 is longer than the front arm 111 because of the load-bearing critical components mounted on the front arm 112. In order to strengthen the structural strength, in the high-strength concrete slab mounting system adopting the sliding rail, the front arm 111, the rear arm 112 and the contact surface between the upright columns 10 are provided with the thick stiffened plate 113.
In addition, the utility model provides an among the high strength concrete slab installing the system of adoption slide rail, for the additional strengthening structure intensity, still have and connect each adjacent the crossbeam 14 of stand, each crossbeam 14 and each support arm 11 are in same installation water flat line. More specifically, the cross beam 14 is made of a square pipe, is positioned at the same installation horizontal line with the support arms 11, and penetrates through the vertical columns 10.
And when the installation of each upright post 10 and each support arm 11 is finished and the installation is qualified through checking and acceptance, the installation of a first diagonal draw bar 17, a second diagonal draw bar 18, a third diagonal draw bar 19 and a diagonal web member 20 is started.
The utility model provides an among the high strength concrete slab installing the system of adoption slide rail, each stand 10 top and each that corresponds be fixed with first diagonal draw bar 17 between the head end of forearm 111. A second diagonal member 18 is fixed between each of the column tops 10 and the end of each of the rear arms 112. A third diagonal tie 19 is fixed between the end of each rear arm 112 and the corresponding floor structure layer 13. Specifically, the first diagonal member 17 and the second diagonal member 18 may be fixed to the top of the column 10 and the end of the arm by welding. The upper end of the third diagonal tie 19 is fixed to the rear end of the rear arm 112 by welding, while the lower end is fixed to the floor structure layer 13 by chemical anchors 192 through rear embedded parts 191 laid on the side of the floor structure layer 13.
Additionally, the utility model provides an among the high strength concrete slab installing the system of adoption slide rail, still have the diagonal web member 20 of fixing between the support arm fixed department of the bottom of each stand 10 and the adjacent stand 10 in both sides. The diagonal web members 20 may be fixed to the bottom of the adjacent vertical columns 10 and the fixing part of the arm by welding. In some embodiments, two cross-fixed diagonal web members 20 are welded between each two adjacent columns 10.
And after the first diagonal draw bar 17, the second diagonal draw bar 18, the third diagonal draw bar 19 and the diagonal web members 20 are installed, the slide rails 15 for hoisting and moving the high-strength concrete slab are installed.
Fig. 3 is a schematic view showing a partial installation structure of a high strength concrete slab installation system using a slide rail according to an embodiment of the present invention.
As shown in fig. 3, the high strength concrete slab mounting system using the sliding rail according to the present invention further includes a sliding rail 15 connecting adjacent supporting arms 11. Specifically, the slide rail 15 is installed below the head end of each of the front arms 111. In some embodiments, the slide rail 15 is made of 20A # i-steel and is fixed to the underside of the head end of each of the front arms 111 by two M16 bolt assemblies.
In addition, the utility model provides an among the high strength concrete slab installing the system of adoption slide rail, still have and install through gyro wheel 161 electric block 16 on the slide rail 15. A plurality of electric hoists 16 can be simultaneously installed on the slide rails 15 to simultaneously work. In some embodiments, the slide rail is an i-shaped slide rail 15, and the roller 161 of the electric block 16 is mounted on an upper rail of the i-shaped slide rail 15.
Specifically, when the electric hoist 16 is installed, the electric hoist 16 can be hoisted to an end point of the slide rail by using a manual hoist, and the roller 161 of the double-wheel trolley of the whole electric hoist is directly sleeved into the 20A # I-steel slide rail; after the electric hoist 16 is integrally installed on the slide rail 15, the whole position is adjusted, and four rollers 161 of the double-wheel trolley are required to be in effective contact with the 20A # I-shaped steel slide rail 15.
In addition, in the utility model, the adopted electric hoist is a 380V power supply, and the power is 5 KW/machine; the winch is 380V and has power of 13 KW/machine. When electricity is used, three-level power distribution and two-level protection are required.
Additionally, the utility model provides an among the high strength concrete slab installing the system of adoption slide rail, the roll-off slide rail still has the terminal shutoff board of slide rail 15 in order to prevent pulley and 16 whole operation of electric block. Specifically, after the whole adjustment of the electric hoist 16 is completed, the end of the open slide rail 15 is blocked by a blocking plate. In the actual construction process, a fixed pulley is fixed above the part to be installed in the installation operation floor, so that the chain of the electric hoist 16 passes through the pulley. The fixed pulley serves to prevent potential safety hazards caused by the oblique tension of the electric hoist 16 on the slide rail, and the electric hoist 16 is always in a vertical state when the unit is vertically lowered to the hanging point. The rear end of the pulley rod piece is fixed on a chuck embedded piece at the edge of the floor and is fixed by bolts.
Effects and effects of the embodiments
According to the high-strength concrete slab installation system adopting the sliding rails, a support and the sliding rails for hoisting the high-strength concrete slab are erected, the high-strength concrete slab is hoisted and conveyed through the electric hoist installed on the sliding rails, the use is convenient and easy to operate, the safety is higher and the influence of the environment is smaller compared with the traditional installation process, and the flatness, the verticality and the like of the plate are easier to control because the lifting speed of the sliding rails is constant and the installation stability is higher; the installation progress can be greatly improved by simultaneously constructing a plurality of hoists. The high-strength concrete slab mounting system adopting the sliding rails is particularly suitable for construction projects with insufficient site construction conditions and overlarge mass of a single HPC slab, and is safe, reliable and rapid in mounting process.
The above embodiments are preferred examples of the present invention, and are not intended to limit the scope of the present invention.
The above embodiment numbers of the present invention are only for description, and do not represent the advantages and disadvantages of the embodiments.
The above is only the preferred embodiment of the present invention, and not the scope of the present invention, all the equivalent structures or equivalent flow changes made by the contents of the specification and the drawings or the direct or indirect application in other related technical fields are included in the patent protection scope of the present invention.
Claims (9)
1. A high strength concrete panel mounting system employing sliding tracks, comprising:
the electric hoist is characterized in that each upright post is sequentially fixed on a floor slab structure layer through an upright post base, each support arm respectively penetrates through and is horizontally arranged on each upright post, a cross beam connected with each adjacent upright post, a slide rail connected between each adjacent support arm, and an electric hoist arranged on the slide rail through a roller,
wherein the support arm is divided into a front arm and a rear arm at a position passing through each of the columns,
the beam and the support arms are positioned on the same installation horizontal line,
the slide rail is installed in each head end below of forearm.
2. A high strength concrete slab mounting system employing sliding tracks as claimed in claim 1 wherein said rear arm is longer than said front arm.
3. A high strength concrete panel mounting system using sliding rails according to claim 1 wherein a first diagonal member is fixed between the top of each upright and the head end of the corresponding front arm.
4. A high strength concrete panel mounting system using sliding rails according to claim 3 wherein a second diagonal member is fixed between the top of each upright and the end of each corresponding rear arm.
5. A high strength concrete slab mounting system using sliding tracks as claimed in claim 4 wherein a third diagonal tie is secured between the end of each said rear arm and the corresponding said floor structure layer.
6. A high strength concrete panel mounting system using sliding rails according to claim 5 further having a diagonal web member fixed between the bottom of each column and the arm fixing of the adjacent columns on either side.
7. A high strength concrete slab installation system using sliding tracks according to claim 6 wherein said stud base is secured in said floor structure layer by chemical anchors through post embedment members laid flat on said floor structure layer face, said post embedment members having thick stiffened panels thereon.
8. A high strength concrete slab mounting system using sliding rails according to claim 7 wherein each of said front and rear arms has a thickened plate on the contact surface with said upright.
9. A high strength concrete slab mounting system using sliding rails according to claim 8, wherein said sliding rails are I-shaped sliding rails, and the rollers of said electric block are mounted on the upper rails of said I-shaped sliding rails.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020417561.2U CN211895777U (en) | 2020-03-27 | 2020-03-27 | High-strength concrete slab mounting system adopting sliding rails |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020417561.2U CN211895777U (en) | 2020-03-27 | 2020-03-27 | High-strength concrete slab mounting system adopting sliding rails |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211895777U true CN211895777U (en) | 2020-11-10 |
Family
ID=73275779
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020417561.2U Expired - Fee Related CN211895777U (en) | 2020-03-27 | 2020-03-27 | High-strength concrete slab mounting system adopting sliding rails |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211895777U (en) |
-
2020
- 2020-03-27 CN CN202020417561.2U patent/CN211895777U/en not_active Expired - Fee Related
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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: 20201110 |