CN111206687B - Large-span assembled opening type building bottom plate I-beam mounting support - Google Patents
Large-span assembled opening type building bottom plate I-beam mounting support Download PDFInfo
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- CN111206687B CN111206687B CN202010073472.5A CN202010073472A CN111206687B CN 111206687 B CN111206687 B CN 111206687B CN 202010073472 A CN202010073472 A CN 202010073472A CN 111206687 B CN111206687 B CN 111206687B
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/342—Structures covering a large free area, whether open-sided or not, e.g. hangars, halls
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
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- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a large-span assembled open type building bottom plate I-beam mounting support which comprises an I-beam, wherein a first mounting plate is connected onto the I-beam, a supporting device is arranged on the upper wall of the first mounting plate, first sliding grooves are formed in the bottom walls of the two sides of the first mounting plate, a first sliding block is connected into each first sliding groove in a sliding mode, a fixing plate is welded on one side, away from the first mounting plate, of each first sliding block, fastening devices are arranged on the two first sliding blocks, a fixing block is welded on the lower wall of each fixing plate, and a threaded hole is formed in the lower wall of each fixing block. Has the advantages that: the large-span assembly type opening-shaped building base plate can be well supported under the condition that an I-shaped beam structure is not changed or other equipment is used, and the installation support can effectively buffer the vertical impact force received by the I-shaped beam when the building stress generates vibration, so that the I-shaped beam is protected.
Description
Technical Field
The invention relates to the technical field of engineering construction, in particular to a large-span assembly type open building base plate I-beam mounting support.
Background
An I-beam refers to a beam having an H-shaped cross-section. The upper flange is called the upper flange, the lower flange is called the lower flange, and the plate connecting the two flanges is called the web. The unequal wing H-shaped beams are called as unequal wing H-shaped beams with unequal widths of upper and lower flanges. The H-shaped beam comprises a steel beam, a reinforced concrete beam and a prestressed reinforced concrete beam. The latter two are generally unequal-wing H-shaped beams with upper flanges larger than lower flanges, and for building bottom plates with smaller span, such as roof boards and building bearing plate building systems, the I-shaped beams can well bear the pressure of the building bottom plates. However, when the span of the building bottom plate is increased or the suspension load is increased, the pressure borne by the i-beam is also increased, and the problem of insufficient stress occurs at the contact part of the upper surface of the upper flange of the i-beam and the building bottom plate.
In the prior art, an n-shaped fixing seat is generally adopted at the upper part or the lower part of a building to reinforce the building, the supporting area of the upper surface of the upper flange of an I-beam is increased by welding a supporting frame or a gasket and other parts, the effect of installing the fixing seat is good, the I-beam needs to be perforated at the moment, the structure of the I-beam needs to be damaged by bolt connection, certain influence can be caused on the strength of the I-beam, and after long-time weather, the bolt connection part is easy to rust and influences the strength, welding equipment needs to be used for welding the supporting frame, and the process is complicated.
Disclosure of Invention
The invention aims to solve the problems that in the prior art, the process of using a common reinforcing mode for a large-span open type building base plate is complicated, and the structure of an I-shaped beam can be damaged to influence the strength of the I-shaped beam, and provides an I-shaped beam mounting support for a large-span assembly type open type building base plate.
In order to achieve the purpose, the invention adopts the following technical scheme:
a large-span assembly type open building base plate I-beam mounting support comprises an I-beam, wherein a first mounting plate is connected onto the I-beam, a supporting device is arranged on the upper wall of the first mounting plate, first sliding grooves are formed in bottom walls of two sides of the first mounting plate, a first sliding block is connected into each first sliding groove in a sliding mode, a fixing plate is welded on one side, away from the first mounting plate, of each first sliding block, fastening devices are arranged on the two first sliding blocks, a fixing block is welded on the lower wall of each fixing plate, a threaded hole is formed in the lower wall of each fixing block, a fixing bolt is connected into a threaded hole of each fixing block in a threaded mode, one end of each fixing bolt is in threaded connection with the fixing block, the other end of each fixing bolt is in threaded connection with a base plate, and the base plate is abutted against the lower wall of the I-, a plurality of first threaded holes are formed in the bottom plate.
In foretell large-span assembled opening type building bottom plate I-beam erection support, the second mounting panel has been welded to the first mounting panel upper wall, the welding of one side that first mounting panel was kept away from to the second mounting panel has a plurality of sliding sleeves, every the traveller has all slided in the sliding sleeve and has cup jointed the traveller, every the traveller with correspond equal fixedly connected with first spring between the sliding sleeve, every the common welding of one side that the second mounting panel was kept away from to the traveller has the backup pad.
In foretell large-span assembled opening type building bottom plate I-beam erection support, a plurality of second sliding chutes, two have been seted up to first mounting panel upper wall the second sliding chute is symmetrical about the backup pad, every equal sliding connection has the second slider in the second sliding chute, every equal fixedly connected with second spring between second slider and the first mounting panel lateral wall, every one side that first mounting panel was kept away from to the second slider all is connected with the connecting rod through the round pin hub rotation, every the correspondence is kept away from to the connecting rod the one end of second slider is common with the backup pad welding.
In foretell large-span assembled opening type building bottom plate I-shaped beam erection support, the fixed plate is L shaped plate, two the second screw hole has all been seted up on the first slider, two equal screw thread through connection has a threaded rod in the second screw hole, every the one end that the threaded rod is close to first mounting panel all passes through the bearing rotation with first mounting panel and is connected, every the threaded rod other end all bonds there is the runner.
In the large-span assembly type opening building base plate I-beam mounting support, the rubber pad is bonded to the top wall of the support plate, and the rubber pad is bonded to the contact surface of the first mounting plate and the I-beam and the contact surface of the base plate and the I-beam. .
In the large-span assembly type opening building base plate I-beam mounting support, the support plate is a plate with a trapezoidal cross section, and a hollow structure in a triangular shape is arranged on the support plate.
In the above-mentioned large-span assembled open type building bottom plate I-beam erection support, sliding sleeve, traveller, first spring are located the second mounting panel upper wall six at least groups and the distance between every group is unanimous.
In the above-mentioned large-span assembled open type building bottom plate i-beam erection support, the first sliding tray and the second sliding tray are both T-shaped sliding trays, and the first slider and the second slider are both of a structure with a T-shaped cross section.
In the above-mentioned large-span assembled open type building base plate i-beam mounting support, the sum of the distance between the fixing plate and the base plate and the thickness of the base plate should be less than the length of the fixing bolt.
In foretell large-span assembled opening type building bottom plate I-beam erection support, the runner is rubber material and the outer wall is carved with anti-skidding line, the length of threaded rod is greater than the length of first sliding tray.
Compared with the prior art, the invention has the advantages that:
1. the first mounting plate is arranged on the I-beam, the rotating wheel is rotated to enable the threaded rod to rotate, the distance between the two fixing plates is adjusted, the two fixing plates clamp the I-beam tightly, and the mounting support can be suitable for the I-beams with different widths and has a wider application range.
2. After the rotating wheel is rotated, the mounting plate is enabled to clamp the I-beam tightly, the base plate is fixed on the mounting support through the fixing bolt, the building base plate is arranged on the first mounting plate, the supporting plate is arranged in the opening of the building base plate, the building base plate is supported, the building base plate can be fixed on the I-beam without destroying the structure of the I-beam or using other welding equipment, the labor intensity is reduced, the structure of the I-beam is not damaged, and the supporting performance of the I-beam is enabled to be used to the maximum.
3. The first mounting plate of the mounting support can effectively increase the contact base area of the I-beam and the building bottom plate in the width direction, a cross-shaped supporting area is formed locally, and the problem that the stress at the contact edge of the I-beam and the building bottom plate is insufficient is solved.
4. When the building receives vertical force to generate vibration, the impact force generated by the vibration can be transmitted to the supporting plate and transmitted to the I-beam through the supporting plate, and the first spring between the sliding sleeve and the sliding column, the second spring between the second sliding block and the first mounting plate can effectively buffer the force received by the supporting plate, so that the impact force received by the I-beam is reduced, and the I-beam is protected.
Drawings
FIG. 1 is a schematic structural view of a large-span assembly type open type building base plate I-beam mounting support provided by the invention;
FIG. 2 is an enlarged view of the position A of the large-span assembled open type building base plate I-beam mounting support provided by the invention;
FIG. 3 is a schematic mounting diagram of a large-span assembly type open building base plate I-beam mounting support provided by the invention;
FIG. 4 is a cross-sectional view of a first mounting plate of a large-span assembly type open type building base plate I-beam mounting support provided by the invention;
FIG. 5 is an enlarged view of the position C of the mounting support for the large-span assembled open type building base plate I-beam provided by the invention;
FIG. 6 is a side view of a structure consisting of a fixing plate, a first sliding block and a fixing block of a large-span assembly type open building base plate I-beam mounting support provided by the invention;
FIG. 7 is a side view of a mounting bracket base plate of an I-beam of a large-span assembly type open type building base plate according to the present invention;
fig. 8 is an enlarged view of a part B of the mounting support for the large-span assembled open type building floor i-beam according to the present invention.
In the figure: the structure comprises a 1I-beam, a 2 first mounting plate, a 3 fixing plate, a 4 threaded rod, a 5 bottom plate, a 21 first sliding groove, a 22 second mounting plate, a 23 supporting plate, a 24 first sliding block, a 221 sliding sleeve, a 222 sliding column, a 223 first spring, a 224 second sliding groove, a 225 second sliding block, a 226 connecting rod, a 227 second spring, a 41 rotating wheel, a 42 second threaded hole, a 31 fixing block, a 32 fixing bolt, a 51 first threaded hole, a 101 building bottom plate and a 102 opening.
Detailed Description
The following examples are for illustrative purposes only and are not intended to limit the scope of the present invention.
Referring to fig. 1 to 8, a first mounting plate 2 is connected to an i-beam 1, a supporting device is arranged on the upper wall of the first mounting plate 2, first sliding grooves 21 are formed in bottom walls of two sides of the first mounting plate 2, a first slider 24 is slidably connected to each first sliding groove 21, a fixing plate 3 is welded to one side, away from the first mounting plate 2, of each first slider 24, a fastening device is arranged on each first slider 24, a fixing block 31 is welded to the lower wall of each fixing plate 3, a threaded hole is formed in the lower wall of each fixing block 31, a fixing bolt 41 is threadedly connected to each threaded hole of each fixing block 31, one end of each fixing bolt 41 is threadedly connected to each fixing block 31, a bottom plate 5 is threadedly connected to the other end of each fixing bolt 41, the bottom plate 5 abuts against the lower wall of the i-beam 1, and a plurality of.
The upper wall of the first mounting plate 2 is welded with a second mounting plate 22, one side of the second mounting plate 22 far away from the first mounting plate 2 is welded with a plurality of sliding sleeves 221, each sliding sleeve 221 is internally sleeved with a sliding column 222 in a sliding manner, a first spring 223 is fixedly connected between each sliding column 222 and the corresponding sliding sleeve 221, one side of each sliding column 222 far away from the second mounting plate 22 is welded with a support plate 23 together, when a building body is stressed by force in the vertical direction, the building can vibrate up and down, impact force generated by the up and down vibration is transmitted to the support plate 23 through the building bottom plate 101, the support plate 23 transmits the force support to the I-beam 1 through the first mounting plate 2, the I-beam 1 can be stressed by large impact force, the device is arranged, when the impact force is transmitted to the support plate 23, the support plate 23 compresses the sliding columns 222 to move towards the direction close to the second mounting, all the first springs 23 will generate an opposite acting force to the sliding column 222, so as to effectively buffer the impact force generated by the vibration to the i-beam.
The upper wall of the first mounting plate 2 is provided with a plurality of second sliding grooves 224, two second sliding grooves 224 are symmetrical about the support plate 23, each second sliding groove 224 is connected with a second sliding block 225 in a sliding manner, a second spring 227 is fixedly connected between each second sliding block 225 and the side wall of the first mounting plate 2, one side of each second sliding block 225 far away from the first mounting plate 2 is connected with a connecting rod 226 through a pin shaft in a rotating manner, one end of each connecting rod 226 far away from the corresponding second sliding block 225 is welded with the support plate 23 together, when the support plate 23 vibrates up and down, the connecting rod 226 rotates around the second sliding block 225, the second sliding block 225 is pushed to move in the direction away from the supporting plate 23, the second spring 227 is compressed, and at the moment, the second spring 227 provides an opposite acting force for the second sliding block 225 to offset the impact force generated by the vibration of the supporting plate 23, so that the i-beam is protected from being damaged by the impact force.
Fixed plate 3 is the L shaped plate, second screw hole 42 has all been seted up on two first sliders 24, equal screw thread through connection has threaded rod 4 in two second screw holes 42, every threaded rod 4 is close to the one end of first mounting panel 2 and all passes through the bearing rotation with first mounting panel 2 and is connected, every threaded rod 4 other end all bonds runner 41, the distance between two adjustable fixed plates 3 of runner 41 is rotated, make this erection support can be applicable to the installation of different width I-beams, need not come the required part of custom mounting panel support according to the width of I-beam, make the erection support have stronger practicality.
The rubber pads are bonded to the top wall of the supporting plate 23, the rubber pads are bonded to the contact surface of the first mounting plate 2 and the I-shaped beam 1 and the contact surface of the base plate 5 and the I-shaped beam, certain deformation can be generated when the rubber pads are stressed, partial impact force is offset, the mounting support and the I-shaped beam are protected, and meanwhile, the rubber pads can also prevent damage to the I-shaped beam or the building base plate due to a clamping state in the mounting process.
The supporting plate 23 is a plate with a trapezoidal section, a triangular hollow structure is arranged on the supporting plate 23, the hollow structure does not reduce the supporting performance, the use cost of raw materials is reduced, and meanwhile, the whole mounting support is lightened.
The sliding sleeve 221, the sliding column 222 and the first spring 223 are located on the upper wall of the second mounting plate 22 in at least six groups, the distance between each group is consistent, effective buffering impact force can be guaranteed only by the six groups of devices, the interval between each group is consistent, the impact force is guaranteed to be uniform and is buffered by the buffering device, and damage to the mounting support caused by the fact that one side is stressed in a large mode and the other side is stressed in a small mode is avoided.
First sliding tray 21 and second sliding tray 224 are T shape sliding tray, and first slider 24 and second slider 225 are the structure that the cross-section is T shape, and T shape slider and sliding tray guarantee that slider and sliding tray closely laminate in installation and use, the phenomenon that can not appear droing.
The distance between the fixing plate 3 and the base plate 5 and the thickness of the base plate 5 should be smaller than the length of the fixing bolt 41.
The runner 41 is made of rubber, anti-slip lines are carved on the outer wall of the runner 41, the length of the threaded rod 4 is larger than that of the first sliding groove 21, the runner 41 made of rubber is more comfortable in hand feeling, and the anti-slip lines can prevent the phenomenon that the runner is operated to slip when sweat or rainwater is left in the palm of the hand in the process of installing and installing a support of a worker.
In the invention, a first mounting plate 2 is arranged on an I-beam 1, so that the center of the first mounting plate 2 is superposed with the center of the I-beam 1, the first mounting plate 2 and the I-beam are crossed to form a cross state, two rotating wheels 41 face to opposite directions, the rotating wheels 41 drive a threaded rod 4 to rotate, two fixing plates 3 simultaneously move inwards or outwards due to the matching of the threaded rod 4 and a second threaded hole 42 on a first sliding block 24, the distance between the two fixing plates 3 is adjusted until the two fixing plates 3 clamp the I-beam, a bottom plate 5 is arranged on the bottom wall of the I-beam 1, so that the center of the bottom plate 5 is superposed with the center of the I-beam 1 and the bottom plate 5 is parallel to the first mounting plate 2, a proper first threaded hole 51 is selected according to the width of the I-beam 1, a fixing bolt 32 is screwed into the first threaded hole 51 until the fixing bolt 32 is screwed into the threaded hole of, the base plate 5 is clamped with the i-beam 1, the building base plate 101 is placed on the mounting support, and the support plate 23 is placed in the opening 102 of the building base plate 101 to effectively support the building base plate 101.
Although the terms i-beam 1, first mounting plate 2, fixing plate 3, threaded rod 4, base plate 5, first sliding groove 21, second mounting plate 22, support plate 23, first slider 24, sliding sleeve 221, sliding column 222, first spring 223, second sliding groove 224, second slider 225, connecting rod 226, second spring 227, rotating wheel 41, second threaded hole 42, fixing block 31, fixing bolt 32, first threaded hole 51, building floor 101, opening 102, etc. are used more herein, the possibility of using other terms is not excluded. These terms are used merely to more conveniently describe and explain the nature of the present invention; they are to be construed as being without limitation to any additional limitations that may be imposed by the spirit of the present invention.
Claims (7)
1. The large-span assembled open type building bottom plate I-beam mounting support comprises an I-beam (1) and is characterized in that a first mounting plate (2) is connected onto the I-beam (1), a supporting device is arranged on the upper wall of the first mounting plate (2), first sliding grooves (21) are formed in the bottom walls of two sides of the first mounting plate (2), a first sliding block (24) is connected into each first sliding groove (21) in a sliding mode, a fixing plate (3) is welded on one side, away from the first mounting plate (2), of each first sliding block (24), fastening devices are arranged on the two first sliding blocks (24), a fixing block (31) is welded on the lower wall of each fixing plate (3), a threaded hole is formed in the lower wall of each fixing block (31), and a fixing bolt (32) is connected into the threaded hole of each fixing block (31) in a threaded manner, every fixing bolt (32) one end and fixed block (31) threaded connection, every the common threaded connection of the other end of fixing bolt (32) has bottom plate (5), bottom plate (5) offsets with the lower wall of I-beam (1), set up a plurality of first screw holes (51) in bottom plate (5), first mounting panel (2) upper wall welding has second mounting panel (22), one side welding that first mounting panel (2) were kept away from in second mounting panel (22) has a plurality of sliding sleeves (221), every sliding sleeve (221) are interior all slided and have been cup jointed traveller (222), every traveller (222) and corresponding all fixedly connected with first spring (223) between sliding sleeve (221), every the common welding of one side that second mounting panel (22) were kept away from in traveller (222) has backup pad (23), fixed plate (3) are the L shaped plate, two second screw hole (42), two have all been seted up on first slider (24) equal screw thread through connection has threaded rod (4), every in second screw hole (42) threaded rod (4) are close to the one end of first mounting panel (2) and all are connected, every through bearing rotation with first mounting panel (2) threaded rod (4) other end all bonds runner (41).
2. The large-span assembly type open building floor I-beam mounting support as claimed in claim 1, wherein a plurality of second sliding grooves (224) are formed in the upper wall of the first mounting plate (2), two second sliding grooves (224) are symmetrical with respect to the support plate (23), a second sliding block (225) is slidably connected in each second sliding groove (224), a second spring (227) is fixedly connected between each second sliding block (225) and the side wall of the first mounting plate (2), one side of each second sliding block (225) away from the first mounting plate (2) is rotatably connected with a connecting rod (226) through a pin shaft, and one end of each connecting rod (226) away from the corresponding second sliding block (225) is welded with the support plate (23) together.
3. The large-span assembly type opening building base plate I-beam mounting support seat as claimed in claim 2, wherein a rubber pad is bonded to the top wall of the support plate (23), rubber pads are bonded to the contact surface of the first mounting plate (2) and the I-beam (1) and the contact surface of the base plate (5) and the I-beam, the support plate (23) is a plate with a trapezoidal cross section, and a hollow structure with a triangular shape is formed in the support plate (23).
4. The large-span fabricated open type building floor i-beam mounting bracket of claim 2, wherein the sliding sleeve (221), the sliding column (222) and the first spring (223) are positioned on the upper wall of the second mounting plate (22) in at least six groups, and the distance between each group is consistent.
5. The large-span assembly type open type building floor I-beam mounting bracket according to claim 1, wherein the first sliding groove (21) and the second sliding groove (224) are both T-shaped sliding grooves, and the first sliding block (24) and the second sliding block (225) are both T-shaped structures.
6. The large-span fabricated open type building floor i-beam installation support according to claim 1, wherein the sum of the distance between the fixing plate (3) and the bottom plate (5) and the thickness of the bottom plate (5) is less than the length of the fixing bolt (32).
7. The large-span fabricated open type building floor I-beam mounting bracket of claim 1, wherein the rotating wheel (41) is made of rubber and the outer wall of the rotating wheel is engraved with anti-slip lines, and the length of the threaded rod (4) is greater than that of the first sliding groove (21).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010073472.5A CN111206687B (en) | 2020-01-22 | 2020-01-22 | Large-span assembled opening type building bottom plate I-beam mounting support |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010073472.5A CN111206687B (en) | 2020-01-22 | 2020-01-22 | Large-span assembled opening type building bottom plate I-beam mounting support |
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| CN111206687A CN111206687A (en) | 2020-05-29 |
| CN111206687B true CN111206687B (en) | 2021-04-16 |
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| CN113356372B (en) * | 2021-06-02 | 2022-11-04 | 新疆昌吉建设(集团)有限责任公司 | Right-angle connecting piece for assembly type building |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0465684A1 (en) * | 1990-07-05 | 1992-01-15 | Erico Gmbh | Device for attaching hangers or similar on section-girders |
| CN201087491Y (en) * | 2007-07-30 | 2008-07-16 | 福建省九龙建设集团有限公司 | Floor structure |
| CN104818793A (en) * | 2015-04-29 | 2015-08-05 | 苏州乔布注塑工业有限公司 | T-shaped plastic joint for suspended ceiling |
| JP2017089218A (en) * | 2015-11-10 | 2017-05-25 | 株式会社佐藤型鋼製作所 | Ceiling frame suspension structure |
| CN206693473U (en) * | 2017-04-26 | 2017-12-01 | 黑龙江施耐达建筑技术有限公司 | Assembled open-type building bottom plate purlin substitutes erection support and mounting assembly |
| CN206784725U (en) * | 2017-04-26 | 2017-12-22 | 黑龙江施耐达建筑技术有限公司 | Large span assembled open-type builds bottom plate I-beam erection support and mounting assembly |
| CN207700592U (en) * | 2017-11-22 | 2018-08-07 | 陕西城市人家装饰有限公司 | A kind of lightgage steel joist reinforced fixed structure |
| CN109138258A (en) * | 2018-08-24 | 2019-01-04 | 绿山高科建设科技有限公司 | A kind of house assembled PC top structure with furred ceiling |
| CN209179191U (en) * | 2018-12-10 | 2019-07-30 | 江西宏伟钢结构工程有限公司 | A kind of steel construction of novel earthquake-proof |
| CN209837315U (en) * | 2019-04-25 | 2019-12-24 | 上海尚地工程技术有限公司 | Steel card subassembly is connected to girder steel with adjustable |
-
2020
- 2020-01-22 CN CN202010073472.5A patent/CN111206687B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0465684A1 (en) * | 1990-07-05 | 1992-01-15 | Erico Gmbh | Device for attaching hangers or similar on section-girders |
| CN201087491Y (en) * | 2007-07-30 | 2008-07-16 | 福建省九龙建设集团有限公司 | Floor structure |
| CN104818793A (en) * | 2015-04-29 | 2015-08-05 | 苏州乔布注塑工业有限公司 | T-shaped plastic joint for suspended ceiling |
| JP2017089218A (en) * | 2015-11-10 | 2017-05-25 | 株式会社佐藤型鋼製作所 | Ceiling frame suspension structure |
| CN206693473U (en) * | 2017-04-26 | 2017-12-01 | 黑龙江施耐达建筑技术有限公司 | Assembled open-type building bottom plate purlin substitutes erection support and mounting assembly |
| CN206784725U (en) * | 2017-04-26 | 2017-12-22 | 黑龙江施耐达建筑技术有限公司 | Large span assembled open-type builds bottom plate I-beam erection support and mounting assembly |
| CN207700592U (en) * | 2017-11-22 | 2018-08-07 | 陕西城市人家装饰有限公司 | A kind of lightgage steel joist reinforced fixed structure |
| CN109138258A (en) * | 2018-08-24 | 2019-01-04 | 绿山高科建设科技有限公司 | A kind of house assembled PC top structure with furred ceiling |
| CN209179191U (en) * | 2018-12-10 | 2019-07-30 | 江西宏伟钢结构工程有限公司 | A kind of steel construction of novel earthquake-proof |
| CN209837315U (en) * | 2019-04-25 | 2019-12-24 | 上海尚地工程技术有限公司 | Steel card subassembly is connected to girder steel with adjustable |
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| CN111206687A (en) | 2020-05-29 |
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