CN110029778B - High strength component of intelligence building engineering - Google Patents
High strength component of intelligence building engineering Download PDFInfo
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- CN110029778B CN110029778B CN201910303723.1A CN201910303723A CN110029778B CN 110029778 B CN110029778 B CN 110029778B CN 201910303723 A CN201910303723 A CN 201910303723A CN 110029778 B CN110029778 B CN 110029778B
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
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Abstract
The invention provides a high-strength component for intelligent building engineering, and relates to the technical field of intelligent buildings. The high strength member of intelligent building engineering includes: the cross section of the sleeve beam is oval, a structural cavity is formed in the sleeve beam, and the parts, located on the two sides of the reference surface, of the sleeve beam are respectively a first semi-oval curved plate and a second semi-oval curved plate. The reinforcing rib columns are arranged in rows along the length direction of the sleeve beam, and two ends of each reinforcing rib column are connected to the first semi-elliptical curved plate and the second semi-elliptical curved plate respectively. The communication tubular column, communication tubular column set up along the length direction of cover roof beam, and the installation is worn to be equipped with in communication tubular column's inside and is pre-buried rope. A strain gauge sensor group. And the control display can receive the detection signals of the strain sensor group and convert the detection signals into stressed data information to display. The high-strength member of the intelligent building engineering can provide better strength support for the intelligent building engineering.
Description
Technical Field
The invention relates to the technical field of intelligent buildings, in particular to a high-strength member for intelligent building engineering.
Background
The intelligent building optimally combines the structure, system, service and management of the building according to the requirements of users, thereby providing an efficient, comfortable and convenient humanized building environment for the users. The intelligent building is a product integrating modern science and technology.
The technical foundation mainly comprises modern building technology, modern computer technology, modern communication technology and modern control technology.
In the current intelligent building engineering, the strength is also more and more concerned by people as an important index.
Only different building models can be built, and a corresponding beam frame is needed to be used as a foundation to realize the design of various shapes so as to ensure the stability of the whole structure.
In smart buildings, however, simple steel beams have not been able to meet the requirements for strength well.
Disclosure of Invention
The invention aims to provide a high-strength component for intelligent building engineering, which can improve the structural strength of an intelligent building and meet different appearance requirements of the intelligent building during modeling.
The embodiment of the invention is realized by the following steps:
an embodiment of the present invention provides a high strength member for intelligent construction engineering, including:
the cross section of the sleeve beam is oval, a structural cavity is formed in the sleeve beam, the plane where the long axis of the sleeve beam with the oval cross section is located is a reference surface, the reference surface is perpendicular to the oval cross section, and the parts, located on the two sides of the reference surface, of the sleeve beam are respectively a first semi-oval curved plate and a second semi-oval curved plate;
the reinforcing rib columns are arranged in the structural cavity in a row along the length direction of the sleeve beam, one ends of the reinforcing rib columns are connected to the first semi-elliptic curved plate, and the other ends of the reinforcing rib columns are connected to the second semi-elliptic curved plate;
the communication pipe column is arranged in the structural cavity along the length direction of the sleeve beam, is tangent to the inner surface of the sleeve beam or is connected with the circumferential outer surface of the reinforcing rib column, and is internally provided with an installation embedded rope in a penetrating manner;
during threading, the installation embedded rope can be used for being connected with the end part of a communication cable, and the communication cable can be pulled into the communication pipe column by pulling the other end of the installation embedded rope so as to complete installation of the communication cable;
the strain sensor group comprises a plurality of strain sensors, the strain sensors are distributed in the structural cavity at intervals along the length direction of the sleeve beam, and the strain sensors are used for monitoring the stress condition of the whole high-strength member of the intelligent building engineering;
the control display can receive the detection signals of the strain sensor groups and convert the detection signals into stressed data information to be displayed, and one control display can simultaneously receive the detection signals of the strain sensor groups in the sleeve beams.
In addition, the high-strength member for intelligent construction engineering provided by the embodiment of the invention can also have the following additional technical characteristics:
in an alternative embodiment of the invention, the reinforcing rib post is a hollow cylindrical tube.
In an optional embodiment of the present invention, the number of rows of the reinforcing rib columns is one, one row of the reinforcing rib columns is disposed at a central position of the sleeve beam, the number of the communication pipe columns is two, and two rows of the communication pipe columns are located at two sides of the reinforcing rib columns.
In an optional embodiment of the present invention, the number of rows of the reinforcing rib columns is two, the number of the communication pipe columns is one, one row of the communication pipe columns is disposed at a central position of the sleeve beam, and two rows of the reinforcing rib columns are disposed at two sides of the communication pipe columns.
In an alternative embodiment of the invention, the communication string is rectilinear.
In an alternative embodiment of the present invention, the reinforcing ribs are arranged at intervals along the length direction of the sleeve beam, the communication pipe columns are in an S shape, and the S shape of the communication pipe columns is distributed in a winding manner in the sleeve beam and is tangent to each reinforcing rib.
In an alternative embodiment of the present invention, an outer surface of the first semi-elliptical curved plate is a rough surface, an outer surface of the second semi-elliptical curved plate is a rough surface, and a roughness of the outer surface of the first semi-elliptical curved plate is greater than a roughness of the outer surface of the second semi-elliptical curved plate.
In an alternative embodiment of the present invention, the outer surface of the first semi-elliptical curved plate and the outer surface of the second semi-elliptical curved plate are both sprayed with a dustproof nano-coating.
In an alternative embodiment of the invention, the cross-sectional size of the collar beam decreases from one end to the other.
In an alternative embodiment of the invention, the cross-sectional size of the collar beam is constant from one end to the other.
The invention has the beneficial effects that:
the high-strength member of the intelligent building engineering can provide better strength support for the intelligent building engineering, is convenient for design and construction of the intelligent building, and is very reliable.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings needed to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
Fig. 1 is a schematic structural diagram of a high-strength member for intelligent construction engineering provided in embodiment 1 of the present invention;
FIG. 2 is a schematic view of FIG. 1 from another perspective;
fig. 3 is a schematic structural diagram of a high-strength member for intelligent construction engineering provided in embodiment 2 of the present invention;
fig. 4 is a schematic structural diagram of a high-strength member for intelligent construction engineering provided in embodiment 3 of the present invention;
fig. 5 is a schematic structural view of a collar beam of a high-strength member for intelligent construction engineering provided in embodiment 5 of the present invention.
Icon: 100-high strength members for intelligent construction; 10-a mantle beam; 11-a first semi-elliptical curve plate; 12-a second semi-elliptical curved plate; 13-structural cavities; 20-reinforcing rib columns; 30-a communication pipe column; 31-installing an embedded rope; 40-strain gauge sensor group; 101-a reference plane; 200-controlling the display.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, 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 some, but not all, embodiments of the present invention. The components of embodiments of the present invention generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the present invention, presented in the figures, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. 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.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.
In the description of the present invention, it should be noted that the terms "inside", "outside", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings or orientations or positional relationships that the products of the present invention are conventionally placed in use, and are only used for convenience in describing the present invention and simplifying the description, but do not indicate or imply that the devices or elements that are referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and thus should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and the like are used merely to distinguish one description from another, and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it should also be noted that, unless otherwise explicitly specified or limited, the terms "disposed" and "connected" are to be interpreted broadly, e.g., as being either fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
In the present invention, unless otherwise expressly stated or limited, the first feature may be present on or under the second feature in direct contact with the first and second feature, or may be present in the first and second feature not in direct contact but in contact with another feature between them. Also, the first feature being above, on or above the second feature includes the first feature being directly above and obliquely above the second feature, or merely means that the first feature is at a higher level than the second feature. A first feature that underlies, and underlies a second feature includes a first feature that is directly under and obliquely under a second feature, or simply means that the first feature is at a lesser level than the second feature.
Example 1
Referring to fig. 1 and 2, the present embodiment provides a high-strength member 100 for intelligent construction engineering, including:
the cross section of the sleeve beam 10 is oval, a structural cavity 2013 is formed in the sleeve beam 10, the plane where the long axis of the sleeve beam 10 with the oval cross section is located is a reference surface 101, the reference surface 101 is perpendicular to the oval cross section, and the parts, located on the two sides of the reference surface 101, of the sleeve beam 10 are respectively a first semi-oval curved plate 11 and a second semi-oval curved plate 12;
the reinforcing rib columns are arranged in the structural cavity 2013 in rows along the length direction of the sleeve beam 10, one ends of the reinforcing rib columns are connected to the first semi-elliptical curved plate 11, and the other ends of the reinforcing rib columns are connected to the second semi-elliptical curved plate 12;
the communication pipe column 30 is arranged in the structural cavity 2013 along the length direction of the sleeve beam 10, the communication pipe column 30 is tangent to the inner surface of the sleeve beam 10 or connected with the circumferential outer surface of the reinforcing rib column, and an installation embedded rope 31 penetrates through the communication pipe column 30;
during threading, the installation embedded rope 31 can be used for being connected with the end part of the communication cable, and the communication cable can be pulled into the communication pipe column 30 by pulling the other end of the installation embedded rope 31 so as to complete installation of the communication cable;
the strain sensor group 40 is characterized in that the strain sensor group 40 comprises a plurality of strain sensors, the plurality of strain sensors are distributed in the structural cavity 2013 at intervals along the length direction of the sleeve beam 10, and the strain sensors are used for monitoring the stress condition of the whole high-strength member 100 of the intelligent building engineering;
the control display 200, the control display 200 can receive the detection signals of the strain sensor groups 40, and convert the detection signals into stress data information to display, and one control display 200 can simultaneously receive the detection signals of the strain sensor groups 40 in a plurality of jacket beams 10.
The control display 200 may refer to a common control device of a PCB board and a display screen, which is not described herein again.
In this embodiment, the reinforcing rib post is a hollow cylindrical tube. It is contemplated that the reinforcement rib posts may also be square tubes. Stress accumulation can be better avoided by adopting the hollow cylindrical pipe in the embodiment.
In this embodiment, the number of rows of the reinforcing rib columns is one, one row of the reinforcing rib columns is disposed at the central position of the sleeve beam 10, the number of the communication pipe columns 30 is two, and two rows of the communication pipe columns 30 are located at two sides of the reinforcing rib columns.
The communication pipe 30 of the present embodiment is linear corresponding to the arrangement of the reinforcing ribs.
In this embodiment, the outer surface of the first semielliptical curved plate 11 is a rough surface, the outer surface of the second semielliptical curved plate 12 is a rough surface, and the roughness of the outer surface of the first semielliptical curved plate 11 is greater than the roughness of the outer surface of the second semielliptical curved plate 12.
In the present embodiment, the cross-sectional size of the collar beam 10 is gradually reduced from one end to the other end.
The principle of the embodiment is as follows:
by using the sleeve beam 10 with the oval cross section, the force can be better distributed when the sleeve beam is stressed, large stress deviation caused by uneven stress during building modeling is avoided, and damage caused by stress accumulation in long-term use is also avoided.
Further structural reinforcement is carried out on the sleeve beam 10 in the interior by using the reinforcing rib columns, so that the whole structure can be more stable and reliable, and when the reinforcing rib columns are used as structural members, better support can be provided, and the stability of buildings in intelligent building engineering is improved. In addition, the hollow structure is used, the whole weight can be lighter, so that the weight reduction in construction is objective, materials are saved, and fatigue fracture caused by overweight can be avoided.
Communication cables and the like are often used for transmission of control signals only for function control in buildings. Hanging the communication cable directly outside the collar beam 10 is not aesthetically pleasing and also risks damaging the communication cable.
This embodiment can hold the communication cable well through design communication tubular column 30, and wears to establish the work of communication cable and also conveniently develop, very useful.
Except that directly using as the beam column, intelligent building engineering's high strength component 100 can also cooperate building materials such as cement to use, and the surface of first half oval bent plate 11 is the mat surface, and the surface of second half oval bent plate 12 is the mat surface, is favorable to contacting better with cement like this, ensures the stability of the two complex, finally promotes the reliability of building.
Further, the roughness of the outer surface of the first semi-elliptical curved plate 11 is greater than the roughness of the outer surface of the second semi-elliptical curved plate 12. When receiving the long-term effect of external force like this, the cement of both sides can not directly evenly transmit external force to set roof beam 10 on, because the roughness is different, can offset in a large number in inside behind the cement atress of both sides, prevents that inside set roof beam 10 from receiving too much impact through the damage of cement self, ensures building overall structure's stability better.
Furthermore, by arranging the strain sensor group 40, a worker can monitor the stress conditions of the high-strength members 100 of the intelligent building engineering at any time, can check abnormal positions in time when finding that the stress is abnormal, and then maintains or replaces the high-strength members 100 of the intelligent building engineering according to actual conditions, so that the safety is higher.
Example 2
Referring to fig. 3, the present embodiment also provides a high strength member 100 for intelligent construction engineering, which is different from embodiment 1 in that:
the number of rows of the reinforcing rib columns is two, the communication pipe columns 30 are one row, one row of the communication pipe columns 30 is arranged at the central position of the sleeve beam 10, and the two rows of the reinforcing rib columns are arranged at two sides of the communication pipe columns 30.
In cooperation, the communication pipe string 30 is linear.
Other structures can be referred to in example 1.
The present embodiment provides different arrangement of the reinforcing rib columns and the communication column 30, which can also have good structural strength to ensure the stability of the building.
Example 3
Referring to fig. 4, the present embodiment also provides a high strength member 100 for intelligent construction engineering, which is different from embodiment 1 in that:
the reinforcing ribs are arranged at intervals along the length direction of the sleeve beam 10, the communication pipe columns 30 are S-shaped, and the S-shaped communication pipe columns 30 are distributed in a winding mode in the sleeve beam 10 and tangent to each reinforcing rib.
Other structures can be referred to in example 1.
The present embodiment provides different arrangement of the reinforcing rib columns and the communication column 30, which can also have good structural strength to ensure the stability of the building.
Example 4
The present embodiment also provides a high-strength member 100 for intelligent construction engineering, and the present embodiment is different from embodiment 1 in that:
the outer surface of the first semielliptic curved plate 11 and the outer surface of the second semielliptic curved plate 12 are both sprayed with dustproof nano-coatings.
When the high-strength member 100 of the intelligent construction engineering does not need to be used in cooperation with a foreign object of cement, the outer surface of the sleeve beam 10 may be designed to be smooth, and then the dustproof nano coating may be sprayed thereon, which may refer to the prior art.
Therefore, dust is not easy to accumulate outside the sleeve beam 10, a small amount of accumulated dust can be conveniently removed during periodic cleaning, the maintenance cost and time are reduced, and the maintenance efficiency is improved.
Example 5
Referring to fig. 5, the present embodiment also provides a high strength member 100 for intelligent construction engineering, which is different from embodiment 1 in that:
the cross-sectional size of the collar beam 10 is constant from one end to the other.
Other structures can be referred to in example 1.
When the high-strength member 100 is used as a column, the size change of the high-strength member 100 in the intelligent building engineering is beneficial to making the center of gravity lower and avoiding unstable structure. The high-strength member 100 of the intelligent construction engineering of the present embodiment may be used as a beam in addition to a column, and the uniform structure enables it to have better bearing capacity when used as a beam.
The technical features in the above embodiments may be combined with each other without conflict.
In summary, the high-strength member 100 for intelligent construction engineering provided by the invention can provide better strength support for intelligent construction engineering, is convenient for design and construction of intelligent buildings, and is very reliable.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (6)
1. A high strength component of intelligent construction engineering, comprising:
the cross section of the sleeve beam is oval, a structural cavity is arranged in the sleeve beam, the plane of the long axis of the sleeve beam with the oval cross section is a reference plane, the reference plane is perpendicular to the oval cross section, the parts of the sleeve beam, which are positioned on two sides of the reference plane, are respectively a first semi-oval curved plate and a second semi-oval curved plate, and the size of the cross section of the sleeve beam is gradually reduced from one end to the other end or is unchanged from one end to the other end;
the reinforcing rib columns are arranged in the structural cavity in rows along the length direction of the sleeve beam, one ends of the reinforcing rib columns are connected to the first semi-elliptic curved plate, the other ends of the reinforcing rib columns are connected to the second semi-elliptic curved plate, and the reinforcing rib columns are hollow cylindrical pipes;
the communication pipe column is arranged in the structural cavity along the length direction of the sleeve beam, is tangent to the inner surface of the sleeve beam or is connected with the circumferential outer surface of the reinforcing rib column, and is internally provided with an installation embedded rope in a penetrating manner;
during threading, the installation embedded rope can be used for being connected with the end part of a communication cable, and the communication cable can be pulled into the communication pipe column by pulling the other end of the installation embedded rope so as to complete installation of the communication cable;
the strain sensor group comprises a plurality of strain sensors, the strain sensors are distributed in the structural cavity at intervals along the length direction of the sleeve beam, and the strain sensors are used for monitoring the stress condition of the whole high-strength member of the intelligent building engineering;
the control display can receive detection signals of the strain sensor groups and convert the detection signals into stressed data information to be displayed, and one control display can simultaneously receive the detection signals of the strain sensor groups in a plurality of sleeve beams;
the outer surface of the first semielliptical curved plate is a rough surface, the outer surface of the second semielliptical curved plate is a rough surface, and the roughness of the outer surface of the first semielliptical curved plate is greater than that of the outer surface of the second semielliptical curved plate.
2. The high-strength member for intelligent construction engineering according to claim 1, wherein the number of rows of the reinforcing rib columns is one, one row of the reinforcing rib columns is disposed at a central position of the sleeve beam, two rows of the communication pipe columns are provided, and two rows of the communication pipe columns are disposed on both sides of the reinforcing rib columns.
3. The high-strength member for intelligent construction engineering according to claim 1, wherein the number of rows of the reinforcing rib columns is two, the number of the communication pipe columns is one, one row of the communication pipe columns is arranged at the central position of the sleeve beam, and two rows of the reinforcing rib columns are arranged at both sides of the communication pipe columns.
4. The high-strength member for intelligent construction engineering according to claim 2 or 3, wherein the communication pipe column is linear.
5. A high strength member for intelligent construction projects according to claim 1, wherein the reinforcing ribs are spaced crosswise along the length of the jacket beam, the communication pipe columns are S-shaped, and the S-shaped communication pipe columns are arranged in the jacket beam in a winding manner and tangent to each reinforcing rib.
6. The high-strength member for intelligent construction engineering according to claim 1, wherein the outer surface of the first semi-elliptical curved plate and the outer surface of the second semi-elliptical curved plate are both sprayed with a dustproof nano-coating.
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Citations (23)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000136653A (en) * | 1998-10-30 | 2000-05-16 | Hitachi Zosen Corp | Assembled stack with parting plate |
| CN1877035A (en) * | 2003-10-27 | 2006-12-13 | 邱则有 | Permanent shuttering member |
| EP1806460A1 (en) * | 2006-01-06 | 2007-07-11 | Societe Civile De Brevets Matiere | Reinforced construction element |
| WO2007086720A1 (en) * | 2006-01-30 | 2007-08-02 | Javier Mentado Duran | Concrete truss |
| CN201581552U (en) * | 2009-11-09 | 2010-09-15 | 孙爱文 | Steel structure supporting column |
| CN201588342U (en) * | 2009-12-09 | 2010-09-22 | 山东科技大学 | Build-in core pipe type reinforced concrete column |
| CN201627397U (en) * | 2010-02-07 | 2010-11-10 | 舟山市电力公司定海供电分公司 | Cement electric pole |
| US8527306B1 (en) * | 2012-11-12 | 2013-09-03 | State Farm Mutual Automobile Insurance Company | Automation and security application store suggestions based on claims data |
| CN103866906A (en) * | 2014-03-31 | 2014-06-18 | 南通大学 | Self-stress adjustable concrete filled steel tubular column |
| CN104009426A (en) * | 2014-06-12 | 2014-08-27 | 重庆锦利塑业有限公司 | Electrical threading pipe |
| CN205604583U (en) * | 2016-03-18 | 2016-09-28 | 苏州大学 | Utilize self -rotation to feel reinforced (rfd) concrete column of FRP muscle |
| CN106869315A (en) * | 2017-03-12 | 2017-06-20 | 东北石油大学 | Concrete-filled steel tubular frame and its construction method with presstressed reinforcing steel |
| CN107142932A (en) * | 2017-04-28 | 2017-09-08 | 赵津梁 | A kind of anchor bolt support matrix and anchor bolt support and anchor bolt support preparation method |
| CN206844310U (en) * | 2017-04-01 | 2018-01-05 | 核工业西南勘察设计研究院有限公司 | Strengthen installing pipe |
| CN107654017A (en) * | 2017-10-19 | 2018-02-02 | 王晓军 | Building board for inner wall of building plate |
| CN107700865A (en) * | 2017-09-30 | 2018-02-16 | 江苏联禹智能工程有限公司 | A kind of intelligent building engineering reinforced pipe |
| CN107700864A (en) * | 2017-09-30 | 2018-02-16 | 江苏联禹智能工程有限公司 | A kind of intelligent building engineering enhancing plate |
| CN107725984A (en) * | 2017-09-30 | 2018-02-23 | 江苏联禹智能工程有限公司 | A kind of sensor mount of the intelligence building system |
| CN107740594A (en) * | 2017-09-30 | 2018-02-27 | 江苏联禹智能工程有限公司 | A kind of special enhancing component of intelligent building engineering |
| CN207189945U (en) * | 2018-01-02 | 2018-04-06 | 建研地基基础工程有限责任公司 | For testing the resistance strain type sensor installation system of pile tube pile strain |
| CN108204074A (en) * | 2018-01-26 | 2018-06-26 | 刘仕奇 | A kind of assembled heat insulation Acoustic barrier plate |
| CN207567836U (en) * | 2017-11-20 | 2018-07-03 | 中建一局集团建设发展有限公司 | Compression test stake ess-strain comprehensive detection system |
| CN108429193A (en) * | 2018-04-28 | 2018-08-21 | 国网甘肃省电力公司经济技术研究院 | Embedded type spool down-lead device |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100615436B1 (en) * | 2004-12-10 | 2006-08-25 | 대한민국 | Wood Truss Member for Space Truss |
| CN201704875U (en) * | 2010-06-29 | 2011-01-12 | 金文成 | Intelligent composite spiral hoop and construction composite material anchoring head thereof |
| CN103993770B (en) * | 2014-06-09 | 2016-08-24 | 华为技术有限公司 | A kind of communication rod |
| CN204174772U (en) * | 2014-09-23 | 2015-02-25 | 上海史狄尔建筑减震科技有限公司 | The anti-buckling support of monitor-type |
| CN108775890A (en) * | 2018-06-14 | 2018-11-09 | 北京国电高科科技有限公司 | A kind of bridge remote monitoring system and method |
| CN108999337B (en) * | 2018-09-27 | 2020-07-28 | 西安理工大学 | Multi-limb circular column with built-in core column capable of restoring function and assembling method thereof |
-
2019
- 2019-04-16 CN CN201910303723.1A patent/CN110029778B/en active Active
Patent Citations (23)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000136653A (en) * | 1998-10-30 | 2000-05-16 | Hitachi Zosen Corp | Assembled stack with parting plate |
| CN1877035A (en) * | 2003-10-27 | 2006-12-13 | 邱则有 | Permanent shuttering member |
| EP1806460A1 (en) * | 2006-01-06 | 2007-07-11 | Societe Civile De Brevets Matiere | Reinforced construction element |
| WO2007086720A1 (en) * | 2006-01-30 | 2007-08-02 | Javier Mentado Duran | Concrete truss |
| CN201581552U (en) * | 2009-11-09 | 2010-09-15 | 孙爱文 | Steel structure supporting column |
| CN201588342U (en) * | 2009-12-09 | 2010-09-22 | 山东科技大学 | Build-in core pipe type reinforced concrete column |
| CN201627397U (en) * | 2010-02-07 | 2010-11-10 | 舟山市电力公司定海供电分公司 | Cement electric pole |
| US8527306B1 (en) * | 2012-11-12 | 2013-09-03 | State Farm Mutual Automobile Insurance Company | Automation and security application store suggestions based on claims data |
| CN103866906A (en) * | 2014-03-31 | 2014-06-18 | 南通大学 | Self-stress adjustable concrete filled steel tubular column |
| CN104009426A (en) * | 2014-06-12 | 2014-08-27 | 重庆锦利塑业有限公司 | Electrical threading pipe |
| CN205604583U (en) * | 2016-03-18 | 2016-09-28 | 苏州大学 | Utilize self -rotation to feel reinforced (rfd) concrete column of FRP muscle |
| CN106869315A (en) * | 2017-03-12 | 2017-06-20 | 东北石油大学 | Concrete-filled steel tubular frame and its construction method with presstressed reinforcing steel |
| CN206844310U (en) * | 2017-04-01 | 2018-01-05 | 核工业西南勘察设计研究院有限公司 | Strengthen installing pipe |
| CN107142932A (en) * | 2017-04-28 | 2017-09-08 | 赵津梁 | A kind of anchor bolt support matrix and anchor bolt support and anchor bolt support preparation method |
| CN107700865A (en) * | 2017-09-30 | 2018-02-16 | 江苏联禹智能工程有限公司 | A kind of intelligent building engineering reinforced pipe |
| CN107700864A (en) * | 2017-09-30 | 2018-02-16 | 江苏联禹智能工程有限公司 | A kind of intelligent building engineering enhancing plate |
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| CN107740594A (en) * | 2017-09-30 | 2018-02-27 | 江苏联禹智能工程有限公司 | A kind of special enhancing component of intelligent building engineering |
| CN107654017A (en) * | 2017-10-19 | 2018-02-02 | 王晓军 | Building board for inner wall of building plate |
| CN207567836U (en) * | 2017-11-20 | 2018-07-03 | 中建一局集团建设发展有限公司 | Compression test stake ess-strain comprehensive detection system |
| CN207189945U (en) * | 2018-01-02 | 2018-04-06 | 建研地基基础工程有限责任公司 | For testing the resistance strain type sensor installation system of pile tube pile strain |
| CN108204074A (en) * | 2018-01-26 | 2018-06-26 | 刘仕奇 | A kind of assembled heat insulation Acoustic barrier plate |
| CN108429193A (en) * | 2018-04-28 | 2018-08-21 | 国网甘肃省电力公司经济技术研究院 | Embedded type spool down-lead device |
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