CN215858857U - Armor seam standard piece for large-area terrace - Google Patents
Armor seam standard piece for large-area terrace Download PDFInfo
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- CN215858857U CN215858857U CN202121445982.7U CN202121445982U CN215858857U CN 215858857 U CN215858857 U CN 215858857U CN 202121445982 U CN202121445982 U CN 202121445982U CN 215858857 U CN215858857 U CN 215858857U
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 51
- 239000010959 steel Substances 0.000 claims abstract description 51
- 239000004567 concrete Substances 0.000 claims abstract description 32
- 238000003466 welding Methods 0.000 claims description 6
- 229910000746 Structural steel Inorganic materials 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 18
- 239000011150 reinforced concrete Substances 0.000 abstract description 7
- 238000005516 engineering process Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 description 7
- 238000005336 cracking Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 229910045601 alloy Inorganic materials 0.000 description 2
- 239000000956 alloy Substances 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000005299 abrasion Methods 0.000 description 1
- 238000007792 addition Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000004901 spalling Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model relates to an armor seam standard part for a large-area terrace, which belongs to the technical field of civil engineering and comprises grid type cutting seams, a perforated oblique flange of the standard part, a connecting bolt, a fixing plate, an angle steel support, a steel template and a steel bar column; two standard component perforated oblique flanges are welded at two ends of one steel template, the two standard component perforated oblique flanges are oppositely arranged, the steel templates are connected through a connecting bolt, a fixing plate is welded at the center of the steel template, a steel bar column is welded on the fixing plate, the integrity of the standard component and reinforced concrete is further enhanced, and an angle steel support is welded at the connecting position of the standard component perforated oblique flanges and the steel templates; when the concrete crack preventing device is used, the concrete crack can not be generated at the parting position, and the appearance is attractive and the ornamental value is strong. The most important is to adopt novel armor seam construction technology, will show improvement large tracts of land terrace whole roughness, smoothness, closely knit degree, the degree of wear-resisting, can effectively prevent the fracture of large tracts of land concrete simultaneously.
Description
Technical Field
The utility model belongs to the technical field of civil engineering, and particularly relates to an armor seam standard piece for a large-area terrace.
Background
At present, most hangar projects adopt a large-area terrace as hangar ground, the requirements of the large-area terrace on the integral flatness, compactness, durability, wear resistance and smoothness of the terrace are extremely strict, and the construction process is very important for guaranteeing the integral quality of the hangar ground.
Can discover in the work progress, the phenomenon that large tracts of land terrace because ambient temperature changes can produce shrink or spalling seriously influences the roughness and the smoothness degree of terrace. At present, the method for solving the problems adopts a mode of reserving construction joints, reduces the cracking of a large-area terrace and forms the construction joints in an angle steel mode. However, the disadvantage of solving the floor cracking in this way is that the angle steel and concrete are not well anchored by the steel bars welded to the angle steel. Therefore, insufficient resistance of concrete shrinkage force is caused, the angle steel is separated from the concrete, and the function of edge protection is lost. This is equivalent to a new crack between the concrete and the angle steel, and the use requirement of the large-area terrace cannot be met. Secondly, the precision of construction by adopting the angle steel is not enough, the surface is not particularly flat, concrete is easy to crack, and the normal use of the large-area terrace is further influenced. The width of the angle steel is 4-5 cm generally, and air bubbles generated during vibration are remained at the lower part of the angle steel and cannot be discharged, so that a large number of cavities are formed, and the strength of the concrete construction joint is reduced. Therefore, the construction of the construction joints by adopting the angle steel is not enough to meet the use requirements.
At this moment, a novel construction armor seam of the large-area terrace is needed to be designed for solving the problem of the damage of the construction seam of the large-area terrace.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problems in the prior art, the utility model provides an armor seam standard piece for a large-area terrace.
The purpose of the utility model can be realized by the following technical scheme:
an armor seam standard part for a large-area terrace comprises a grid type cutting seam, a standard part perforated oblique flange, a connecting bolt, a fixing plate, an angle steel support, a steel template and a steel bar column;
two standard component foraminiferous oblique flanges are welded at a steel form both ends, and two standard component foraminiferous oblique flanges set up relatively, connect through connecting bolt between the steel form, and steel form central point puts the welding and has the fixed plate, and the welding has the reinforcing bar post on the fixed plate, further strengthens standard component and reinforced concrete's wholeness, and the welding of standard component foraminiferous oblique flange and steel form junction has the angle steel to support.
Furthermore, holes which are uniformly distributed are formed in the inclined flange with the hole of the standard component.
Furthermore, one end of the fixing plate is welded on the side surface of the steel template, and the other end of the fixing plate extends into the concrete.
Further, the armor seam standard piece and concrete are fixed through a fixing plate and a steel bar column.
The utility model has the beneficial effects that:
when the utility model is applied in practical engineering, the concrete fracture can not be generated at the parting position, and the utility model has beautiful appearance and strong ornamental value. The most important is that adopt novel armor seam construction, will show improvement large tracts of land terrace bulk flatness, smoothness, closely knit degree, degree of wear-resisting, can effectively prevent the fracture of large tracts of land concrete simultaneously.
Meanwhile, the material of the armor seam is made of alloy, so that the armor seam is not rusted, and the armor seam has an obvious effect on improving the durability. Secondly, the structure of the armor seam belongs to standard parts, corresponding number of standard parts can be customized before construction, the standard parts are directly put into use in the construction process, and the construction period can be greatly shortened. And the installation is simple, the operability is strong, and the site operation is very convenient.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is a schematic structural view of an armor seam standard for large area terraces of the present invention;
fig. 2 is a side view of fig. 1.
In the drawings, the components represented by the respective reference numerals are listed below: 1. grid type cutting seams; 2. the standard component is provided with a hole oblique flange; 3. a connecting bolt; 4. a fixing plate; 5. supporting by using angle steel; 6. a steel form; 7. a steel bar column.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-2, the armor seam standard component for a large-area terrace of the utility model comprises a grid type cutting seam 1, a standard component perforated oblique flange 2, a connecting bolt 3, a fixing plate 4, an angle iron support 5, a steel template 6 and a steel bar column 7;
two standard component perforated oblique flanges 2 are welded at two ends of one steel template 6, the two standard component perforated oblique flanges 2 are oppositely arranged, holes which are uniformly distributed are formed in the standard component perforated oblique flanges 2, concrete can be poured into the holes of the standard component perforated oblique flanges 2 in the concrete pouring process, after the concrete is hardened, the armor seam standard component and the concrete generate mechanical engagement force to enhance the integrity of the standard component and the reinforced concrete, the steel templates 6 are connected through connecting bolts 3, the connecting bolts 3 adopt plastic screws, the plastic screws can be easily broken after the concrete is shrunk, a fixing plate 4 is welded at the center of the steel template 6, one end of the fixing plate 4 is welded on the side surface of the steel template 6, the other end of the fixing plate 4 extends into the concrete to enable the armor seam standard component and the reinforced concrete to be tightly fixed, and reinforcing steel columns 7 are welded on the fixing plate 4, the integrality of the standard part and the reinforced concrete is further enhanced, and an angle steel support 5 is welded at the joint of the perforated oblique flange 2 of the standard part and the steel template 6.
The using method comprises the following steps:
firstly, the armor seam standard piece is sealed by a wood plate, the fixing plate 4 and the steel template 6 are welded together, after connection, concrete begins to be poured, in the concrete pouring process, the concrete can be poured into the hole of the perforated oblique flange 2 of the standard piece, and after the concrete is hardened, the armor seam standard piece and the concrete generate mechanical engaging force, so that the integrity of the standard piece and the reinforced concrete is enhanced. And after the concrete pouring is finished, dismantling the wood formwork. After the reinforced concrete is hardened, shrinkage stress is generated, and the armor joint standard component is divided into two parts to form a construction joint.
Concrete is poured on the large-area terrace in a blocking or strip mode, the armor seam is adopted between the concrete and the concrete to control the blocking or strip-shaped edge folding, the requirement of concrete block pouring is met, and cracking is prevented. Secondly, utilize novel armor seam standard component can show the holistic roughness of improvement large tracts of land terrace, closely knit degree, durability, abrasion resistance and smooth degree, can effectively prevent the fracture of large tracts of land concrete simultaneously. And finally, the structure of the armor seam belongs to standard parts and alloy products, a corresponding number of standard parts can be customized before construction, and the standard parts are directly put into use in the construction process, so that the construction period can be greatly shortened.
In the description herein, references to the description of "one embodiment," "an example," "a specific example" or the like are intended to mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the utility model. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The foregoing is merely exemplary and illustrative of the present invention, and various modifications, additions and substitutions may be made by those skilled in the art to the specific embodiments described without departing from the scope of the utility model as defined in the accompanying claims.
Claims (4)
1. An armor seam standard part for a large-area terrace is characterized by comprising grid type cutting seams (1), a standard part perforated oblique flange (2), connecting bolts (3), a fixing plate (4), an angle steel support (5), a steel template (6) and a steel bar column (7);
two standard part foraminiferous oblique flanges (2) are welded at steel form (6) both ends, and two standard part foraminiferous oblique flanges (2) set up relatively, connect through connecting bolt (3) between steel form (6), and steel form (6) central point puts the welding and has fixed plate (4), and the welding has steel bar column (7) on fixed plate (4), and the welding of standard part foraminiferous oblique flanges (2) and steel form (6) junction has angle iron to support (5).
2. An armor standard for large area floors as claimed in claim 1 wherein the standard apertured angled flange (2) is perforated with evenly distributed perforations.
3. An armor seam standard for large area terraces according to claim 1 wherein one end of the fixing plate (4) is welded to the side surface of the steel form (6) and the other end of the fixing plate (4) is extended into the concrete.
4. An armor standard for large area terraces according to claim 1, wherein the armor standard is fixed with concrete by a fixing plate (4) and a steel bar column (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121445982.7U CN215858857U (en) | 2021-06-28 | 2021-06-28 | Armor seam standard piece for large-area terrace |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121445982.7U CN215858857U (en) | 2021-06-28 | 2021-06-28 | Armor seam standard piece for large-area terrace |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215858857U true CN215858857U (en) | 2022-02-18 |
Family
ID=80335256
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121445982.7U Expired - Fee Related CN215858857U (en) | 2021-06-28 | 2021-06-28 | Armor seam standard piece for large-area terrace |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215858857U (en) |
-
2021
- 2021-06-28 CN CN202121445982.7U patent/CN215858857U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20221008 Address after: 5 / F, building B, No. 16, Keyun Road, Tianhe District, Guangzhou City, Guangdong Province 510000 Patentee after: CHINA CONSTRUCTION FOURTH ENGINEERING DIVISION CORP.,LTD. Patentee after: No 6 Construction Co.,Ltd. of China Construction Fourth Engineering Bureau Patentee after: China Construction Science And Industry Co.,Ltd. Patentee after: FOSHAN University Address before: 5 / F, building B, No. 16, Keyun Road, Tianhe District, Guangzhou City, Guangdong Province 510000 Patentee before: CHINA CONSTRUCTION FOURTH ENGINEERING DIVISION CORP.,LTD. Patentee before: No 6 Construction Co.,Ltd. of China Construction Fourth Engineering Bureau Patentee before: China Construction Steel Engineering Co.,Ltd. Patentee before: FOSHAN University |
|
| 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: 20220218 |