CN112031295A - Flat plate vibrator device for inclined roof concrete construction and construction method - Google Patents
Flat plate vibrator device for inclined roof concrete construction and construction method Download PDFInfo
- Publication number
- CN112031295A CN112031295A CN202010947514.3A CN202010947514A CN112031295A CN 112031295 A CN112031295 A CN 112031295A CN 202010947514 A CN202010947514 A CN 202010947514A CN 112031295 A CN112031295 A CN 112031295A
- Authority
- CN
- China
- Prior art keywords
- truss
- starting
- sections
- inclined roof
- flat plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D15/00—Apparatus or tools for roof working
- E04D15/07—Apparatus or tools for roof working for handling roofing or sealing material in bulk form
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses a flat vibrator device for inclined roof concrete construction and a construction method, and belongs to the technical field of engineering construction, wherein the flat vibrator device comprises a left side vibration device and a right side vibration device, the left side vibration device and the right side vibration device are respectively positioned at the left side and the right side of an inclined roof, the left side vibration device and the right side vibration device are symmetrical relative to the center of the inclined roof, the left side vibration device comprises a flat vibration main body, a vibrator and a controller, the flat vibration main body is arranged in parallel to the left inclined roof, and the flat vibration main body is provided with the vibrator and the controller for controlling the vibrator; the device and the method can reduce the number of workers when pouring the concrete on the inclined roof, accelerate the construction speed of the inclined roof and improve the concrete forming quality of the inclined roof, and the devices on the two sides are hinged with each other, thereby ensuring the safety and the reliability in the mechanical operation.
Description
Technical Field
The invention belongs to the technical field of engineering construction, and particularly relates to a flat vibrator device for inclined roof concrete construction and a construction method.
Background
The construction degree of difficulty of the oblique roofing of cast in situ concrete is big, handles improper can cause the quality problem, and the one hand is that the concrete can flow along oblique roofing slope direction under the action of gravity, and on the other hand is that constructor is that the safe risk of being under construction on oblique roofing is big, and the operation degree of difficulty is big, influences the concrete shaping quality. The general construction method is that when the slope of the inclined roof is less than or equal to 44 degrees, only the bottom die is erected, but a large number of workers are needed to perform concrete collection at the moment, and the flatness of the roof cannot be effectively guaranteed; still exist to one side roofing construction degree of difficulty big, construction speed is slow, and the workman is under construction to one side and has great potential safety hazard scheduling problem.
Disclosure of Invention
In view of the above, the present invention is directed to a flat vibrator device and a construction method for inclined roof concrete construction, which can reduce the number of workers in pouring inclined roof concrete, increase the construction speed of an inclined roof, and improve the concrete molding quality of the inclined roof, and the devices on both sides are hinged to each other, thereby ensuring safety and reliability in mechanical operation.
In order to achieve the purpose, the invention provides the following technical scheme:
the invention relates to a flat vibrator device for inclined roof concrete construction, which comprises a left side vibrating device and a right side vibrating device, wherein the left side vibrating device and the right side vibrating device are respectively positioned at the left side and the right side of an inclined roof; the flat plate vibration main body comprises a truss starting section, a truss terminal expansion joint and at least one truss standard section, wherein the truss starting section, the truss standard section and the truss terminal expansion joint are sequentially connected from the bottom to the top of the inclined roof, the truss terminal expansion joint can extend along the inclined direction of the inclined roof, and the truss terminal expansion joint of the left side vibration device is hinged with the truss terminal expansion joint of the right side vibration device.
Further, the initial section of truss includes initial truss and fixes the initial flat board in initial truss bottom, the truss standard section includes middle truss and fixes the middle flat board in middle truss bottom, the terminal telescopic joint of truss includes the afterbody truss and fixes the afterbody flat board that sets up in afterbody truss bottom, initial truss, middle truss and afterbody truss connect gradually, initial flat board, middle flat board and afterbody flat board connect gradually, the end of the terminal telescopic joint of truss still is provided with the flexible section of truss.
Furthermore, the starting truss, the middle truss and the tail truss are connected through first connecting parts in sequence, the first connecting parts comprise first channel steel and second channel steel, and the second channel steel is arranged in the first channel steel in a sliding mode and is fixedly connected through fixing parts.
Furthermore, the starting flat plate, the middle flat plate and the tail flat plate are sequentially connected through a second connecting part, and the second connecting part comprises a slot and a tongue matched with the slot.
Further, the flexible section of truss includes the outer pole and slides and set up interior pole in the outer pole, there is a buckle through spring coupling in the interior pole, a plurality of through-holes have been seted up on the outer pole, interior pole is in through buckle and through-hole cooperation back block in the outer pole.
Furthermore, the tail end of the truss telescopic section is connected to the hinged joint, and the hinged joint of the left side vibration device and the hinged joint of the right side vibration device are hinged to a pin shaft simultaneously.
Furthermore, a first travelling wheel is arranged at the bottom of the starting flat plate, and a second travelling wheel is arranged at the bottom of the tail truss.
Further, the vibrators are arranged on the starting truss and the tail truss.
A construction method of a flat plate vibrator device for inclined roof concrete construction adopts the flat plate vibrator device as any one of the above, and comprises the following steps:
selecting a corresponding number of truss initial sections, truss standard sections and truss tail end expansion sections according to the length of a constructed concrete inclined roof, respectively hoisting the truss tail end expansion sections at two sides of the inclined roof to two inclined planes of the inclined roof to be poured with concrete, and hinging the truss initial sections, the truss standard sections and the truss tail end expansion sections together;
hoisting the truss standard sections on two sides of the inclined roof in sequence, and connecting the truss standard sections with the truss tail end expansion sections;
sequentially hoisting truss starting sections on two sides of the inclined roof, and connecting and fixing the truss starting sections with truss standard sections;
debugging and using the equipment;
and fifthly, when the equipment is disassembled, sequentially disassembling the truss starting sections, the truss standard sections and the truss tail end expansion sections on the two sides of the inclined roof according to the sequence of firstly assembling and then disassembling, and secondly assembling and firstly disassembling.
The invention has the beneficial effects that:
(1) the invention comprises a truss starting section, a truss standard section and a truss tail end expansion section. The truss starting section, the truss standard section and the truss tail end expansion section are connected together, the flat plate at the lower part of the truss vibrates and collects the whole concrete of the inclined roof, and the concrete forming quality of the inclined roof is guaranteed. Meanwhile, the flat vibrator devices on the two sides of the inclined roof are connected together through the pin shaft, and the flat vibrator devices on the two sides are mutually fixed, so that the construction safety of the flat vibrator devices on the inclined roof is ensured.
(2) The flat vibrator device of the invention accelerates the construction speed, and vibrates the whole roof on one side to accelerate the construction progress. Meanwhile, the flat vibrator device can be disassembled, and the truss starting section, the truss standard section and the truss tail end expansion section of the flat vibrator device can be disassembled through connecting bolts and pin shafts after the roof concrete pouring is finished; the initial section of the truss, the standard section of the truss and the expansion joint at the tail end of the truss are adjusted to be away from the poured roof by adopting a tower crane, so that the equipment is convenient to transport.
(3) The invention overcomes the problem that a large amount of labor is needed for pouring the pitched roof, only a small amount of manual control of the flat vibrator device and the concrete collection of the corner and the truss junction are needed on site, and the working efficiency and the working safety are improved.
Additional advantages, objects, and features of the invention will be set forth in the description which follows and in part will become apparent to those having ordinary skill in the art upon examination of the following or may be learned from practice of the invention. The objectives and other advantages of the invention may be realized and attained by the means of the instrumentalities and combinations particularly pointed out hereinafter.
Drawings
In order to make the object, technical scheme and beneficial effect of the invention more clear, the invention provides the following drawings for explanation:
FIG. 1 is a schematic diagram of the apparatus of the present invention;
FIG. 2 is a schematic structural view of a truss starting section according to the present invention;
FIG. 3 is a schematic structural view of a standard truss joint of the present invention;
FIG. 4 is a schematic structural view of a truss end expansion joint of the present invention;
FIG. 5 is a schematic view of a first connector component according to the present invention;
FIG. 6 is a schematic view of a second connecting member according to the present invention;
FIG. 7 is an enlarged view of a portion of the telescoping section of the truss of the present invention;
fig. 8 is a schematic connection diagram of the pin of the present invention.
The drawings are numbered as follows: the device comprises a left vibrating device 1, a plate vibrating body 11, a truss starting section 111, a starting truss 1111, a starting plate 1112, a truss standard section 112, a middle truss 1121, a middle plate 1122, a truss tail end telescopic section 113, a tail truss 1131, a tail plate 1132, a truss telescopic section 114, a vibrator 12, a controller 13, a right vibrating device 2, a first channel steel 3, a second channel steel 4, a fixing piece 5, a slot 6, an inserting tongue 7, an outer rod 8, an inner rod 9, a buckle 10, a through hole 14, a hinge joint 15, a pin shaft 16, a first walking wheel 17 and a second walking wheel 18.
Detailed Description
The embodiments of the present invention are described below with reference to specific embodiments, and other advantages and effects of the present invention will be easily understood by those skilled in the art from the description of the present specification. The invention is capable of other and different embodiments and of being practiced or of being carried out in various ways, and its several details are capable of modification in various respects, all without departing from the spirit and scope of the present invention. It should be noted that the drawings provided in the following embodiments are only for illustrating the basic idea of the present invention in a schematic way, and the features in the following embodiments and examples may be combined with each other without conflict.
Wherein the showings are for the purpose of illustrating the invention only and not for the purpose of limiting the same, and in which there is shown by way of illustration only and not in the drawings in which there is no intention to limit the invention thereto; to better illustrate the embodiments of the present invention, some parts of the drawings may be omitted, enlarged or reduced, and do not represent the size of an actual product; it will be understood by those skilled in the art that certain well-known structures in the drawings and descriptions thereof may be omitted.
The same or similar reference numerals in the drawings of the embodiments of the present invention correspond to the same or similar components; in the description of the present invention, it should be understood that if there is an orientation or positional relationship indicated by terms such as "upper", "lower", "left", "right", "front", "rear", etc., based on the orientation or positional relationship shown in the drawings, it is only for convenience of description and simplification of description, but it is not an indication or suggestion that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and therefore, the terms describing the positional relationship in the drawings are only used for illustrative purposes, and are not to be construed as limiting the present invention, and the specific meaning of the terms may be understood by those skilled in the art according to specific situations.
As shown in fig. 1 to 8, the flat plate vibrator 12 device for inclined roof concrete construction of the present invention includes a left side vibrator 1 and a right side vibrator 2, where the left side vibrator 1 and the right side vibrator 2 are respectively located at left and right sides of an inclined roof, the left side vibrator 1 and the right side vibrator 2 are symmetrical with respect to a center of the inclined roof, the left side vibrator 1 includes a flat plate vibration main body 11, a vibrator 12, and a controller 13, the flat plate vibration main body 11 is arranged in parallel with the left inclined roof, and the flat plate vibration main body 11 is provided with the vibrator 12 and the controller 13 for controlling the vibrator 12; the slab vibration main body 11 comprises a truss starting section 111, a truss end expansion joint 113 and at least one truss standard section 112, the truss starting section 111, the truss standard section 112 and the truss end expansion joint 113 are sequentially connected from the bottom to the top of an inclined roof, the truss end expansion joint 113 can extend and retract along the inclined direction of the inclined roof, and the truss end expansion joint 113 of the left side vibration device 1 and the truss end expansion joint 113 of the right side vibration device 2 are hinged to each other.
According to the device, a truss starting section 111, a truss standard section 112 and a truss tail end expansion section 113 are connected together, a flat plate at the lower part of the truss vibrates and folds the whole concrete of an inclined roof, so that the quality of concrete forming of the inclined roof is ensured, a flat left side vibration device 1 and a flat right side vibration device 2 which are positioned at two sides of the inclined roof are connected together through a pin shaft 16, flat plate vibrators 12 at two sides are mutually fixed, the flat plate vibrators 12 are prevented from overturning, the construction safety and stability of the flat plate vibrators 12 on the inclined roof are ensured, the whole device is simple in construction, the construction efficiency is improved, and the safety coefficient is improved.
In this embodiment, the truss starting section 111 includes a starting truss 1111 and a starting slab 1112 fixed at the bottom of the starting truss 1111, the truss standard section 112 includes a middle truss 1121 and a middle slab 1122 fixed at the bottom of the middle truss 1121, the truss end telescopic section 113 includes a tail truss 1131 and a tail slab 1132 fixedly arranged at the bottom of the tail truss 1131, the starting truss 1111, the middle truss 1121 and the tail truss 1131 are sequentially connected, the starting slab 1112, the middle slab 1122 and the tail slab 1132 are sequentially connected, the end of the truss end telescopic section 113 is further provided with a truss telescopic section 114, the telescopic length can be changed through the truss telescopic section 114, and the truss end telescopic section can be matched with different numbers of truss standard sections 112, so as to adapt to inclined roofs with different lengths and achieve the best matching effect.
In this embodiment, the starting truss 1111, the middle truss 1121 and the tail truss 1131 are sequentially connected through a first connecting component, the first connecting component includes a first channel steel 3 and a second channel steel 4, the external contour dimension of the second channel steel 4 is equivalent to the internal dimension of the first channel steel 3, the second channel steel 4 is slidably arranged in the first channel steel 3 and is fixedly connected through a fixing part 5, connecting holes are formed in the first channel steel 3 and the second channel steel 4, and the first channel steel 3 and the second channel steel 4 are detachably connected through bolts.
In this embodiment, the starting flat plate 1112, the middle flat plate 1122 and the tail flat plate 1132 are sequentially connected through the second connecting part, the second connecting part includes the slot 6 and the insertion tongue 7 matched with the slot 6, and the two are matched in an insertion manner, so that the detachable connection can be realized.
In this embodiment, the truss stretch out and draw back section 114 includes outer pole 8 and slides and sets up interior pole 9 in the outer pole 8, there is a buckle 10 through spring coupling in interior pole 9, and pole 9 is also hollow in this embodiment for hold the spring, the spring will buckle 10 upwards supports tightly, a plurality of through-holes 14 have been seted up on the outer pole 8, interior pole 9 is in through buckle 10 and through-hole 14 cooperation back block in the outer pole 8, through pressing the spring can realize dismantling.
In this embodiment, the end of truss flexible section 114 is connected to articulated joint 15 simultaneously, articulated joint 15 of left side vibrating device 1 and articulated joint 15 of right side vibrating device 2 are articulated with a round pin axle 16 simultaneously, it is articulated with a round pin axle 16 simultaneously for the flat vibrator 12 device of both sides is fixed mutually, prevent that flat vibrator 12 device from taking place to overturn, guaranteed the security and the stability of flat vibrator 12 device construction on oblique roofing, whole device construction is simple, construction efficiency is improved, safety factor is improved.
In this embodiment, the bottom of the starting flat plate 1112 is provided with a first walking wheel 17, the bottom of the tail truss 1131 is provided with a second walking wheel 18, the first walking wheel 17 and the second walking wheel 18 can contact with the side surface of the concrete formwork, and by arranging the first walking wheel 17 and the second walking wheel 18, the whole device can be longitudinally displaced, so as to cover the whole inclined roof area.
In this embodiment, the vibrators 12 are disposed on the start truss 1111 and the tail truss 1131, so that the vibration is more uniform.
A construction method of a flat plate vibrator 12 apparatus for pitched roof concrete construction using the flat plate vibrator 12 apparatus as described in any one of the above, comprising the steps of:
selecting a corresponding number of truss initial sections 111, truss standard sections 112 and truss tail end expansion sections 113 according to the length of the constructed concrete sloping roof, respectively hoisting the truss tail end expansion sections 113 at two sides of the sloping roof to two sloping surfaces of the sloping roof to be poured with concrete, and hinging the truss initial sections, the truss standard sections 112 and the truss tail end expansion sections 113 together;
secondly, hoisting the truss standard sections 112 on two sides of the inclined roof in sequence, and connecting the truss standard sections 112 with truss tail end expansion joints 113;
sequentially hoisting truss starting sections 111 on two sides of the inclined roof, and connecting and fixing the truss starting sections 111 with truss standard sections 112;
debugging and using the equipment;
and step five, when the equipment is disassembled, sequentially disassembling the truss starting sections 111, the truss standard sections 112 and the truss tail end expansion sections 113 on the two sides of the inclined roof according to the sequence of firstly assembling and then disassembling, and then secondly assembling and firstly disassembling.
The construction method of the flat vibrator device for the inclined roof concrete construction has the advantages that the loading and unloading are quicker, the construction speed can be accelerated, meanwhile, the flat vibrator device can be disassembled, and the connecting bolt and the connecting pin shaft can be disassembled after the roof concrete is poured in the initial truss section, the standard truss section and the tail end expansion joint of the flat vibrator device, so that the repeated utilization is realized; the initial section of the truss, the standard section of the truss and the expansion joint at the tail end of the truss are adjusted to be away from the poured roof by adopting a tower crane, so that the equipment is convenient to transport. The invention overcomes the problem that a large amount of labor is needed for pouring the pitched roof, and only a small amount of manual control of the flat vibrator device and concrete collection at the corner and truss junction are needed on site.
Finally, it is noted that the above-mentioned preferred embodiments illustrate rather than limit the invention, and that, although the invention has been described in detail with reference to the above-mentioned preferred embodiments, it will be understood by those skilled in the art that various changes in form and detail may be made therein without departing from the scope of the invention as defined by the appended claims.
Claims (9)
1. The utility model provides a dull and stereotyped vibrator device for oblique roof concrete construction which characterized in that: the left side vibration device and the right side vibration device are respectively positioned on the left side and the right side of the inclined roof, the left side vibration device and the right side vibration device are symmetrical relative to the center of the inclined roof, the left side vibration device comprises a flat vibration main body, a vibrator and a controller, the flat vibration main body is arranged in parallel to the left inclined roof, and the flat vibration main body is provided with the vibrator and the controller for controlling the vibrator; the flat plate vibration main body comprises a truss starting section, a truss terminal expansion joint and at least one truss standard section, wherein the truss starting section, the truss standard section and the truss terminal expansion joint are sequentially connected from the bottom to the top of the inclined roof, the truss terminal expansion joint can extend along the inclined direction of the inclined roof, and the truss terminal expansion joint of the left side vibration device is hinged with the truss terminal expansion joint of the right side vibration device.
2. The flat plate vibrator apparatus for pitched roof concrete construction as claimed in claim 1, wherein: the truss starting section comprises a starting truss and a starting flat plate fixed to the bottom of the starting truss, the truss standard section comprises a middle truss and a middle flat plate fixed to the bottom of the middle truss, the tail end expansion joint of the truss comprises a tail truss and a tail flat plate fixedly arranged at the bottom of the tail truss, the starting truss, the middle truss and the tail truss are sequentially connected, the starting flat plate, the middle flat plate and the tail flat plate are sequentially connected, and the tail end of the tail end expansion joint of the truss is further provided with a truss expansion section.
3. The plate vibrator apparatus for pitched roof concrete construction as claimed in claim 2, wherein: the starting truss, the middle truss and the tail truss are connected through first connecting parts in sequence, the first connecting parts comprise first channel steel and second channel steel, and the second channel steel is arranged in the first channel steel in a sliding mode and is fixedly connected through fixing parts.
4. The plate vibrator apparatus for pitched roof concrete construction as claimed in claim 2, wherein: the starting flat plate, the middle flat plate and the tail flat plate are sequentially connected through a second connecting part, and the second connecting part comprises a slot and a plug tongue matched with the slot.
5. The plate vibrator apparatus for pitched roof concrete construction as claimed in claim 2, wherein: the truss telescopic section comprises an outer rod and an inner rod arranged in the outer rod in a sliding mode, a buckle is connected into the inner rod through a spring, a plurality of through holes are formed in the outer rod, and the inner rod is clamped in the outer rod after being matched with the through holes through the buckle.
6. The plate vibrator apparatus for pitched roof concrete construction as claimed in claim 2, wherein: the tail end of the truss telescopic section is connected to the hinged joint, and the hinged joint of the left side vibration device and the hinged joint of the right side vibration device are hinged to a pin shaft simultaneously.
7. The plate vibrator apparatus for pitched roof concrete construction as claimed in claim 2, wherein: the bottom of the starting flat plate is provided with a first walking wheel, and the bottom of the tail truss is provided with a second walking wheel.
8. The plate vibrator apparatus for pitched roof concrete construction as claimed in claim 2, wherein: the vibrators are arranged on the starting truss and the tail truss.
9. A construction method of a flat vibrator device for inclined roof concrete construction is characterized in that: use of a flat plate vibrator assembly as claimed in any of claims 1-8, comprising the steps of:
selecting a corresponding number of truss initial sections, truss standard sections and truss tail end expansion sections according to the length of a constructed concrete inclined roof, respectively hoisting the truss tail end expansion sections at two sides of the inclined roof to two inclined planes of the inclined roof to be poured with concrete, and hinging the truss initial sections, the truss standard sections and the truss tail end expansion sections together;
hoisting the truss standard sections on two sides of the inclined roof in sequence, and connecting the truss standard sections with the truss tail end expansion sections;
sequentially hoisting truss starting sections on two sides of the inclined roof, and connecting and fixing the truss starting sections with truss standard sections;
debugging and using the equipment;
and fifthly, when the equipment is disassembled, sequentially disassembling the truss starting sections, the truss standard sections and the truss tail end expansion sections on the two sides of the inclined roof according to the sequence of firstly assembling and then disassembling, and secondly assembling and firstly disassembling.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010947514.3A CN112031295A (en) | 2020-09-10 | 2020-09-10 | Flat plate vibrator device for inclined roof concrete construction and construction method |
| PCT/CN2021/079196 WO2022052427A1 (en) | 2020-09-10 | 2021-03-05 | Flat plate vibrator device for concrete construction on sloping roof, and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010947514.3A CN112031295A (en) | 2020-09-10 | 2020-09-10 | Flat plate vibrator device for inclined roof concrete construction and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112031295A true CN112031295A (en) | 2020-12-04 |
Family
ID=73584722
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010947514.3A Pending CN112031295A (en) | 2020-09-10 | 2020-09-10 | Flat plate vibrator device for inclined roof concrete construction and construction method |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN112031295A (en) |
| WO (1) | WO2022052427A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2022052427A1 (en) * | 2020-09-10 | 2022-03-17 | 中建三局集团有限公司 | Flat plate vibrator device for concrete construction on sloping roof, and construction method |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114892873B (en) * | 2022-05-07 | 2024-04-19 | 中建八局第二建设有限公司 | Inclined roof fish-bellied truss hoisting construction method |
| CN115288381A (en) * | 2022-09-05 | 2022-11-04 | 中国十七冶集团有限公司 | Special handheld vibrator for inclined roof and use method thereof |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102108693A (en) * | 2011-02-22 | 2011-06-29 | 韩其华 | Full-section multi-functional channel concrete lining machine |
| CN102704677A (en) * | 2012-06-27 | 2012-10-03 | 江苏正威建设有限公司 | Telescopic formwork support beam |
| CN103061313A (en) * | 2013-01-31 | 2013-04-24 | 中国水利水电第十一工程局有限公司 | Channel slope concrete plastering troweling machine with vibration and rolling functions |
| CN203795868U (en) * | 2014-03-24 | 2014-08-27 | 重庆工商职业学院 | Vibration screeding device for building concrete |
| CA2980854A1 (en) * | 2016-09-30 | 2018-03-30 | Certainteed Corporation | Systems, methods, and apparatuses for insulating adjacent to a top of an attic |
| CN208965373U (en) * | 2018-10-12 | 2019-06-11 | 中国建筑一局(集团)有限公司 | Concrete road pouring vibration platform with adjustable length and gradient |
| CN109944447A (en) * | 2019-04-29 | 2019-06-28 | 舜元建设(集团)有限公司 | A kind of more inclined slope roof concreting methods |
| CN110761559A (en) * | 2019-10-16 | 2020-02-07 | 中国二十冶集团有限公司 | Method for fixing concrete pouring template of inclined roof |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06257214A (en) * | 1993-03-09 | 1994-09-13 | Fujita Corp | Concrete casting method of uppermost floor having steer sloping roof |
| CN201362823Y (en) * | 2009-02-24 | 2009-12-16 | 路桥集团国际建设股份有限公司 | Slurry extraction leveling machine suitable for controlling flatness of top surface of cantilever pouring concrete box girder |
| CN202024044U (en) * | 2010-11-16 | 2011-11-02 | 上海德天数码展示设备有限公司 | Truss connecting device |
| CN206128651U (en) * | 2016-06-17 | 2017-04-26 | 湖南中路华程桥梁科技股份有限公司 | Thin layer reactive powder concrete flattening system of vibrating |
| CN109653491A (en) * | 2019-01-21 | 2019-04-19 | 中如建工集团有限公司 | More gradient Sloping roof concrete construction methods |
| CN210947770U (en) * | 2019-08-15 | 2020-07-07 | 中建筑港集团有限公司 | Slope concrete vibration leveling device |
| CN112031295A (en) * | 2020-09-10 | 2020-12-04 | 中建三局集团有限公司 | Flat plate vibrator device for inclined roof concrete construction and construction method |
-
2020
- 2020-09-10 CN CN202010947514.3A patent/CN112031295A/en active Pending
-
2021
- 2021-03-05 WO PCT/CN2021/079196 patent/WO2022052427A1/en active Application Filing
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102108693A (en) * | 2011-02-22 | 2011-06-29 | 韩其华 | Full-section multi-functional channel concrete lining machine |
| CN102704677A (en) * | 2012-06-27 | 2012-10-03 | 江苏正威建设有限公司 | Telescopic formwork support beam |
| CN103061313A (en) * | 2013-01-31 | 2013-04-24 | 中国水利水电第十一工程局有限公司 | Channel slope concrete plastering troweling machine with vibration and rolling functions |
| CN203795868U (en) * | 2014-03-24 | 2014-08-27 | 重庆工商职业学院 | Vibration screeding device for building concrete |
| CA2980854A1 (en) * | 2016-09-30 | 2018-03-30 | Certainteed Corporation | Systems, methods, and apparatuses for insulating adjacent to a top of an attic |
| CN208965373U (en) * | 2018-10-12 | 2019-06-11 | 中国建筑一局(集团)有限公司 | Concrete road pouring vibration platform with adjustable length and gradient |
| CN109944447A (en) * | 2019-04-29 | 2019-06-28 | 舜元建设(集团)有限公司 | A kind of more inclined slope roof concreting methods |
| CN110761559A (en) * | 2019-10-16 | 2020-02-07 | 中国二十冶集团有限公司 | Method for fixing concrete pouring template of inclined roof |
Non-Patent Citations (2)
| Title |
|---|
| 吕令毅等: "《点连接式玻璃幕墙的分析·设计·施工》", 31 January 2003, 东南大学出版社 * |
| 武精科: "《深井沿空留巷顶板致灾机理与控制技术研究》", 31 August 2019, 中国矿业大学出版社 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2022052427A1 (en) * | 2020-09-10 | 2022-03-17 | 中建三局集团有限公司 | Flat plate vibrator device for concrete construction on sloping roof, and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2022052427A1 (en) | 2022-03-17 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN112031295A (en) | Flat plate vibrator device for inclined roof concrete construction and construction method | |
| CN210049602U (en) | Multi-surface slope roof concrete pouring device | |
| CN206016273U (en) | A kind of wall body structure divine force that created the universe concrete casting system | |
| CN209025294U (en) | A kind of reserved modularization ceiling structure | |
| CN207794090U (en) | Inner supporting device for pattern foundation pit supporting structure | |
| CN109944447B (en) | Multi-slope roof concrete pouring method | |
| CN211030511U (en) | Flexible extension formula segment case roof beam centre form | |
| US6260403B1 (en) | Method and apparatus for arching large diameter pipes | |
| CN207228628U (en) | A kind of hole cylinder mould for building that can continuously construct | |
| CN211340444U (en) | Integral demoulding type template for variable cross-section box girder | |
| CN215594913U (en) | Casting formwork structure of hollow cylinder | |
| CN210217759U (en) | Lining cutting platform truck | |
| CN206220132U (en) | A kind of base plate and exterior wall junction construction typified form support | |
| CN214062127U (en) | Hollow beam prefabricated part with steel structure | |
| CN210624026U (en) | Supporting and adjusting device for water comprehensive test equipment | |
| CN206279627U (en) | A kind of folded tourist movement wayside pavilion | |
| CN210313183U (en) | Truss tower and contain its strideing across construction protective equipment | |
| SU1067173A1 (en) | Method and apparatus for erecting monolithic multifold shell domes | |
| CN206277488U (en) | A kind of overhead moulding board of precast beam of railway | |
| CN211851852U (en) | An aluminum-wood tunnel formwork structure | |
| CN215369881U (en) | Detachable steel end die for tunnel construction | |
| CN205400045U (en) | Simple and easy type concrete mould shell machine | |
| CN222414009U (en) | Wallboard haunching template reinforcing unit and reinforcing apparatus | |
| CN215549576U (en) | Foldable prefabricated case roof beam centre form | |
| CN109989584B (en) | Multi-surface slope roof concrete pouring device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20201204 |