CN107542040A - A kind of construction operation supporting mechanism and its installation method - Google Patents
A kind of construction operation supporting mechanism and its installation method Download PDFInfo
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- CN107542040A CN107542040A CN201710978945.4A CN201710978945A CN107542040A CN 107542040 A CN107542040 A CN 107542040A CN 201710978945 A CN201710978945 A CN 201710978945A CN 107542040 A CN107542040 A CN 107542040A
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- 238000010276 construction Methods 0.000 title claims abstract description 22
- 238000009434 installation Methods 0.000 title claims abstract description 16
- 230000007246 mechanism Effects 0.000 title claims abstract description 13
- 238000000034 method Methods 0.000 title claims abstract description 12
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 92
- 239000010959 steel Substances 0.000 claims abstract description 92
- 238000009826 distribution Methods 0.000 claims abstract description 7
- 239000000969 carrier Substances 0.000 claims description 9
- 230000002787 reinforcement Effects 0.000 claims description 8
- 238000005452 bending Methods 0.000 claims description 6
- 230000033228 biological regulation Effects 0.000 claims description 6
- 238000005728 strengthening Methods 0.000 claims description 4
- 239000002689 soil Substances 0.000 abstract description 3
- 238000005516 engineering process Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000009416 shuttering Methods 0.000 description 2
- 230000005526 G1 to G0 transition Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000002360 explosive Substances 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
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Abstract
The invention discloses a kind of construction operation supporting mechanism and its installation method, including some support frames being sequentially distributed in left-right direction, two the first angle steel are symmetrically installed between adjacent supports frame top between bottom, the first supporting steel plate is placed between former and later two first angle steel；Support frame includes two ledges of symmetrical distribution, and two the second angle steel are symmetrically installed between bottom between two ledge tops, the second supporting steel plate is placed between former and later two second angle steel.The present invention passes through scientific and reasonable structure design, the actual conditions that construction site can be directed to carry out Fast Installation and dismounting, supporting power is big, structural stability is strong, can effectively it be fixedly mounted on non-smooth soil, its security is greatly improved, there is the extensive scope of application, be worthy to be popularized and use.
Description
Technical field
The invention belongs to the realm of building construction, more particularly to a kind of construction operation supporting mechanism and its installation method.
Background technology
With the rapid development of economy, national or even global building trade is developed rapidly, will repair every year
Build substantial amounts of skyscraper, such as dam, bridge, high building building are built, and are frequently necessary to support frame auxiliary in engineering construction
Construction, support frame are the support meanss commonly used in skyscraper, the pouring construction of mixed mud can be such as carried out with support shuttering, especially
When building outstanding measuring platform or other buildings prominent to surrounding, it is frequently necessary to prop up before mixed mud is poured
Support arrangement support shuttering, removed again after the dry and hard stress of mixed mud, reached preventing and treating and come off, the effect of safe construction.It is existing
In technology, the structure design of support frame is not ideal enough, and sound construction performance is poor, and handling are inconvenient, and especially support degree is smaller,
The needs that the building that weight is big, highly high is constructed can not be met；The height of support can not be adjusted, and the width of support can not
Regulation, the pressure of each fulcrum can not be balanced, easily be collapsed when supporting pressure larger；In face of different back-up environments, support
Frame can not be reused, and each use is required for remaking.Therefore, it is necessary to design one on the basis of existing technology
Kind is sturdy and durable, easy to loading and unloading, the big support meanss for building of supporting power.
The content of the invention
It is an object of the invention to overcome problem above existing for prior art, there is provided a kind of construction operation supports machine
Structure and its installation method, easy to loading and unloading, supporting power is big.
To realize above-mentioned technical purpose and the technique effect, the present invention is achieved through the following technical solutions：
A kind of construction operation supporting mechanism, including some support frames being sequentially distributed in left-right direction, adjacent supports
Two the first angle steel are symmetrically installed between frame top between bottom, first is placed between former and later two first angle steel
Support steel plate；
Support frame as described above includes two ledges of symmetrical distribution, between two ledge tops between bottom
Two the second angle steel are symmetrically installed with, the second supporting steel plate is placed between former and later two second angle steel；
The ledge includes two carriers being distributed up and down, and being symmetrically installed with two between two carriers are front and rear erects
The support member being directly distributed, it is connected between support member top and carrier by adjusting bolt, support member bottom and carrier
Between be connected by polarized plug；
The carrier includes front and rear two symmetrical channel-section steels, is fixedly connected between two channel-section steels by screw rod；Groove
Steel or so holds the through hole for being arranged with two horizontal distributions, and channel-section steel bottom symmetrical is provided with two the first positioning holes, channel-section steel top
Vertically-mounted limited location dividing plate；Support member includes supporting plate and is symmetrically fixed on the reinforcement side plate of side before and after supporting plate, support
The vertical bending in plate top forms top plate, and top board undersurface is connected with strengthening side plane contact, is provided with the second positioning hole among top plate, supports
The vertical bending in plate bottom forms bottom plate, and plate top surface is connected with strengthening side plane contact, and the 3rd positioning hole is provided among bottom plate；Screw rod
Both ends are fixedly linked through through hole with the first nut, and regulation bolt sequentially passes through the second positioning hole, the first positioning hole, the
Two angle steel are fixedly linked with the second nut；Polarized plug bottom sequentially passes through the 3rd positioning hole, the second angle steel and the carrying of bottom
Frame, polarized plug top are provided with sheet rubber.
Further, the length of second supporting steel plate is equal to the distance of adjacent ledge, avoids the first supporting steel plate
Slip in the horizontal direction.
Further, by being weldingly connected between the supporting plate and reinforcement side plate, structural strength is reliable.
Further, the polarized plug top is provided with annular groove, and annular stop piece, stability are provided with annular groove
By force.
The present invention also provides a kind of construction operation supporting mechanism installation method, the described method comprises the following steps：
Step 1：After carrier installation, first in the horizontal positioned carrier in bottom surface, then before and after carrier
Side is symmetrically installed two the second angle steel, between two the second angle steel installation place two the second angle steel, second jiao of bottom two
The second supporting steel plate is placed between steel；
Step 2：Then in the second angle steel both ends right angle setting support member of bottom, and installed at the top of two support members
Carrier, two the second angle steel then will be symmetrically installed between two carriers at top, and in two second angle steel at top
Between the second supporting steel plate is installed；
Step 3：Then regulation bolt is sequentially passed through into top plate, channel-section steel, the second angle steel and twisted with the second nut
Tightly, support frame is formed；
Step 4：Some support frames are linearly equidistantly put, and the first angle steel is symmetrically installed in upper and lower side, and
The first supporting steel plate is placed between former and later two first angle steel.
The beneficial effects of the invention are as follows：
The present invention by scientific and reasonable structure design, quickly pacified by the actual conditions that can be directed to construction site
Dress and dismounting, supporting power is big, and structural stability is strong, can be effectively fixedly mounted on non-smooth soil, greatly carried
Its high security, has the extensive scope of application, is worthy to be popularized and uses.
Brief description of the drawings
Accompanying drawing described herein is used for providing a further understanding of the present invention, forms the part of the application, this hair
Bright schematic description and description is used to explain the present invention, does not form inappropriate limitation of the present invention.In the accompanying drawings：
Fig. 1 is the structural representation of the present invention；
Fig. 2 is the partial structural diagram of the present invention；
Fig. 3 is the partial structural diagram of the present invention；
Fig. 4 is the partial structurtes explosive view of the present invention.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, rather than whole embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained all other under the premise of creative work is not made
Embodiment, belong to the scope of protection of the invention.
In the description of the invention, it is to be understood that term " perforate ", " on ", " under ", " thickness ", " top ", " in ",
Indicating position or the position relationship such as " length ", " interior ", " surrounding ", it is for only for ease of the description present invention and simplifies description, without
It is that the component of instruction or hint meaning or element must have specific orientation, with specific azimuth configuration and operation, therefore not
It is understood that as limitation of the present invention.
A kind of construction operation supporting mechanism as shown in Figure 1, including some supports being sequentially distributed in left-right direction
Frame 1, two the first angle steel 2, former and later two first angle steel 2 are symmetrically installed between bottom between the top of adjacent supports frame 1
Between be placed with the first supporting steel plate 3.
As shown in Fig. 2 support frame 1 includes two ledges 11 of symmetrical distribution, between two tops of ledge 11
Two the second angle steel 12 are symmetrically installed between bottom, the second supporting steel plate is placed between former and later two second angle steel 12
13；The length of second supporting steel plate 13 is equal to the distance of adjacent ledge 11, avoids first supporting steel plate 3 in the horizontal direction
Slide.
As shown in figure 3, ledge 11 includes two carriers 111 being distributed up and down, it is right between two carriers 111 are front and rear
Title is provided with two support members being distributed vertically 112, by adjusting bolt between the top of support member 112 and carrier 111
113 are connected, and are connected between the bottom of support member 112 and carrier 111 by polarized plug 114.
As shown in figure 4, carrier 111 includes front and rear two symmetrical channel-section steels 1111, lead between two channel-section steels 1111
Screw rod 1112 is crossed to be fixedly connected；Channel-section steel 1111 or so holds the through hole 1113 for being arranged with two horizontal distributions, the bottom of channel-section steel 1111
Portion is arranged with two the first positioning holes 1114, the top vertical of channel-section steel 1111 installation limited location dividing plate 1115；Support member 112 includes
Supporting plate 1121 and the reinforcement side plate 1126 for being symmetrically fixed on side before and after supporting plate 1121, the vertical bending in the top of supporting plate 1121
Top plate 1122 is formed, the bottom surface of top plate 1122 contacts with reinforcement side plate 1126 to be connected, and the second positioning hole is provided among top plate 1122
1123, the vertical bending in the bottom of supporting plate 1121 forms bottom plate 1124, and the top surface of bottom plate 1124 contacts connected, bottom with strengthening side plate 1126
The 3rd positioning hole 1125 is provided among plate 1124；The both ends of screw rod 1112 are fixedly linked through through hole 1113 with the first nut, adjust
Section bolt 113 sequentially passes through the second positioning hole 1123, the first positioning hole 1114, the second angle steel 12 and the second nut stationary phase
Even；The bottom of polarized plug 114 sequentially passes through the carrier 111 of the 3rd positioning hole 1125, the second angle steel 12 and bottom, polarized plug
114 tops are provided with sheet rubber 1141；By being weldingly connected between supporting plate 1121 and reinforcement side plate 1126, structural strength is reliable；
The top of polarized plug 114 is provided with annular groove, is provided with annular stop piece in annular groove, stability is strong.
The present invention also provides a kind of construction operation supporting mechanism installation method, and method comprises the following steps：
Step 1：After the installation of carrier 111, first in the horizontal positioned carrier 111 in bottom surface, then carrying
Side is symmetrically installed two the second angle steel 12 before and after frame 111, is installed between two the second angle steel 12 and places two the second angle steel 12,
The second supporting steel plate 13 is placed between the second angle steel 12 of bottom two；
Step 2：Then in the both ends right angle setting support member 112 of the second angle steel 12 of bottom, and in two support members 112
Carrier 111 is installed at top, then two the second angle steel 12 will be symmetrically installed between two carriers 111 at top, and pushing up
The second supporting steel plate 13 is installed between two second angle steel 12 in portion；
Step 3：Then regulation bolt 113 is sequentially passed through into top plate 1122, channel-section steel 1111, the second angle steel 12 to be used in combination
Second nut is tightened, and forms support frame 1；
Step 4：Some support frames 1 are linearly equidistantly put, and the first angle steel 2 is symmetrically installed in upper and lower side,
And the first supporting steel plate 3 is placed between former and later two first angle steel 2.
The present invention by scientific and reasonable structure design, quickly pacified by the actual conditions that can be directed to construction site
Dress and dismounting, supporting power is big, and structural stability is strong, can be effectively fixedly mounted on non-smooth soil, greatly carried
Its high security, has the extensive scope of application, is worthy to be popularized and uses.
In the description of this specification, the description of reference term " one embodiment ", " example ", " specific example " etc. means
At least one implementation of the present invention is contained in reference to specific features, structure, material or the feature that the embodiment or example describe
In example or example.In this manual, identical embodiment or example are not necessarily referring to the schematic representation of above-mentioned term.
Moreover, specific features, structure, material or the feature of description can close in any one or more embodiments or example
Suitable mode combines.
General principle, principal character and the advantages of the present invention of the present invention has been shown and described above.The technology of the industry
Personnel are it should be appreciated that the present invention is not limited to the above embodiments, and the simply explanation described in above-described embodiment and specification is originally
The principle of invention, without departing from the spirit and scope of the present invention, various changes and modifications of the present invention are possible, these changes
Change and improvement all fall within the protetion scope of the claimed invention.
Claims (5)
- A kind of 1. construction operation supporting mechanism, it is characterised in that：Including some support frames being sequentially distributed in left-right direction (1), it is symmetrically installed with two the first angle steel (2) between adjacent supports frame (1) top between bottom, former and later two first jiao The first supporting steel plate (3) is placed between steel (2)；Support frame as described above (1) includes two ledges (11) of symmetrical distribution, between two ledge (11) tops and bottom Two the second angle steel (12) are symmetrically installed between end, the second supporting steel plate is placed between former and later two second angle steel (12) (13)；The ledge (11) includes two carriers (111) being distributed up and down, symmetrically pacifies between two carriers (111) are front and rear Equipped with two support members being distributed vertically (112), spiral shell is positioned by adjusting between support member (112) top and carrier (111) Bolt (113) is connected, and is connected between support member (112) bottom and carrier (111) by polarized plug (114)；The carrier (111) includes front and rear two symmetrical channel-section steels (1111), passes through spiral shell between two channel-section steels (1111) Bar (1112) is fixedly connected；Channel-section steel (1111) left and right end is arranged with the through hole (1113) of two horizontal distributions, channel-section steel (1111) bottom symmetrical is provided with two the first positioning holes (1114), channel-section steel (1111) top vertical installation limited location dividing plate (1115)；Support member (112) includes supporting plate (1121) and is symmetrically fixed on the reinforcement side plate of side before and after supporting plate (1121) (1126), the vertical bending in supporting plate (1121) top forms top plate (1122), and top plate (1122) bottom surface is with strengthening side plate (1126) Contact is connected, and the second positioning hole (1123) is provided among top plate (1122), and the vertical bending in supporting plate (1121) bottom forms bottom plate (1124), bottom plate (1124) top surface is contacted with reinforcement side plate (1126) and is connected, and the 3rd positioning hole is provided among bottom plate (1124) (1125)；Screw rod (1112) both ends are fixedly linked through through hole (1113) with the first nut, and regulation bolt (113) is successively It is fixedly linked through the second positioning hole (1123), the first positioning hole (1114), the second angle steel (12) with the second nut；Polarized plug (114) bottom sequentially passes through the 3rd positioning hole (1125), the second angle steel (12) and the carrier (111) of bottom, polarized plug (114) top is provided with sheet rubber (1141).
- A kind of 2. construction operation supporting mechanism according to claim 1, it is characterised in that：Second supporting steel plate (13) length is equal to the distance of adjacent ledge (11).
- A kind of 3. construction operation supporting mechanism according to claim 1, it is characterised in that：The supporting plate (1121) By being weldingly connected between reinforcement side plate (1126).
- A kind of 4. construction operation supporting mechanism according to claim 1, it is characterised in that：The polarized plug (114) top is provided with annular groove, and annular stop piece is provided with annular groove.
- A kind of 5. construction operation supporting mechanism installation method according to claim 1, it is characterised in that：Methods described Comprise the following steps：Step 1：After carrier (111) installation, first in the horizontal positioned carrier (111) in bottom surface, then carrying Side is symmetrically installed two the second angle steel (12) before and after frame (111), is installed between two the second angle steel (12) and places two second jiao Steel (12), the second supporting steel plate (13) is placed between the second angle steel (12) of bottom two；Step 2：Then in the second angle steel (12) both ends right angle setting support member (112) of bottom, and in two support members (112) top installation carrier (111), then will be symmetrically installed two the second angle steel between two carriers (111) at top (12) the second supporting steel plate (13), and between two second angle steel (12) at top is installed；Step 3：Then regulation bolt (113) is sequentially passed through into top plate (1122), channel-section steel (1111), the second angle steel (12) And tightened with the second nut, form support frame (1)；Step 4：Some support frames (1) are linearly equidistantly put, and the first angle steel (2) is symmetrically installed in upper and lower side, And place the first supporting steel plate (3) between former and later two first angle steel (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710978945.4A CN107542040A (en) | 2017-10-19 | 2017-10-19 | A kind of construction operation supporting mechanism and its installation method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710978945.4A CN107542040A (en) | 2017-10-19 | 2017-10-19 | A kind of construction operation supporting mechanism and its installation method |
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| CN107542040A true CN107542040A (en) | 2018-01-05 |
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Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0656216U (en) * | 1992-12-30 | 1994-08-05 | 株式会社ブレスト工業研究所 | Connection tool and support stand |
| RU80691U1 (en) * | 2008-10-09 | 2009-02-20 | Рафаиль Ибрагимович Хисамов | NODE CONNECTION |
| CN101736900A (en) * | 2009-12-08 | 2010-06-16 | 中国建筑第八工程局有限公司 | Detached supporting template system |
| CN201605675U (en) * | 2010-03-24 | 2010-10-13 | 安徽瑶海钢结构股份有限公司 | Connecting device for steel piece |
| CN102031869A (en) * | 2011-01-28 | 2011-04-27 | 中国建筑第八工程局有限公司 | Horizontal template steel structure bracket |
| CN202055532U (en) * | 2011-03-09 | 2011-11-30 | 浙江省一建建设集团有限公司 | Reinforcing bar processing frame structure |
| CN103206014A (en) * | 2013-04-23 | 2013-07-17 | 北京工业大学 | Multi-high-rise assembled steel structure frame supporting system capable of realizing rigid connection of joints |
| CN204940821U (en) * | 2015-09-10 | 2016-01-06 | 江苏南通二建集团有限公司 | One can be had enough to meet the need and utilize Finalized rebar operating desk |
| CN107060095A (en) * | 2017-03-29 | 2017-08-18 | 沈阳建筑大学 | A kind of overall top module system platform universal architecture of combined type |
-
2017
- 2017-10-19 CN CN201710978945.4A patent/CN107542040A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0656216U (en) * | 1992-12-30 | 1994-08-05 | 株式会社ブレスト工業研究所 | Connection tool and support stand |
| RU80691U1 (en) * | 2008-10-09 | 2009-02-20 | Рафаиль Ибрагимович Хисамов | NODE CONNECTION |
| CN101736900A (en) * | 2009-12-08 | 2010-06-16 | 中国建筑第八工程局有限公司 | Detached supporting template system |
| CN201605675U (en) * | 2010-03-24 | 2010-10-13 | 安徽瑶海钢结构股份有限公司 | Connecting device for steel piece |
| CN102031869A (en) * | 2011-01-28 | 2011-04-27 | 中国建筑第八工程局有限公司 | Horizontal template steel structure bracket |
| CN202055532U (en) * | 2011-03-09 | 2011-11-30 | 浙江省一建建设集团有限公司 | Reinforcing bar processing frame structure |
| CN103206014A (en) * | 2013-04-23 | 2013-07-17 | 北京工业大学 | Multi-high-rise assembled steel structure frame supporting system capable of realizing rigid connection of joints |
| CN204940821U (en) * | 2015-09-10 | 2016-01-06 | 江苏南通二建集团有限公司 | One can be had enough to meet the need and utilize Finalized rebar operating desk |
| CN107060095A (en) * | 2017-03-29 | 2017-08-18 | 沈阳建筑大学 | A kind of overall top module system platform universal architecture of combined type |
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Application publication date: 20180105 |