CN109458001A - Elements of Space Grid Truss rod piece assembled displacement apparatus - Google Patents
Elements of Space Grid Truss rod piece assembled displacement apparatus Download PDFInfo
- Publication number
- CN109458001A CN109458001A CN201811555176.8A CN201811555176A CN109458001A CN 109458001 A CN109458001 A CN 109458001A CN 201811555176 A CN201811555176 A CN 201811555176A CN 109458001 A CN109458001 A CN 109458001A
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- CN
- China
- Prior art keywords
- pillar
- groups
- plate
- elements
- space grid
- 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.)
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- 238000006073 displacement reaction Methods 0.000 title claims abstract description 42
- 238000003825 pressing Methods 0.000 claims description 36
- 238000003466 welding Methods 0.000 claims description 5
- 230000002459 sustained effect Effects 0.000 claims description 4
- 239000007787 solid Substances 0.000 claims 1
- 229910000831 Steel Inorganic materials 0.000 description 8
- 239000010959 steel Substances 0.000 description 8
- 238000010586 diagram Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
Classifications
-
- 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
- E04G23/00—Working measures on existing buildings
- E04G23/08—Wrecking of buildings
-
- 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
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Pallets (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses Elements of Space Grid Truss rod piece assembled displacement apparatus, including median plate, collateral bracer and displacement support part, the collateral bracer is equipped with two groups altogether and welds respectively with the two sides of median plate, the side that collateral bracer is located remotely from each other described in two groups is welded with the first telescopic rod, it is welded respectively with the bottom of two groups of outer supporting plate side walls the one end of first telescopic rod far from collateral bracer described in two groups, the two sides of the median plate are additionally provided with two group of second telescopic rod, second telescopic rod described in two groups is respectively provided at the two sides of collateral bracer, the one end sidewall weld with median plate opposite sides respectively.The Elements of Space Grid Truss rod piece assembled displacement apparatus, by being provided with the first telescopic rod, outer supporting plate and displacement support part, two group of first telescopic rod elongation is driven, two groups of displacement support parts is made to be inserted into the notch at Elements of Space Grid Truss both ends respectively, Elements of Space Grid Truss can be supported, it is made to keep stablizing.
Description
Technical field
The invention belongs to steel grid construction technical fields, and in particular to Elements of Space Grid Truss rod piece assembled displacement apparatus.
Background technique
Steel grid structure can be divided into plate Elements of Space Grid Truss and curved surface steel network frame according to shape.Under normal conditions, plate Elements of Space Grid Truss
Referred to as Elements of Space Grid Truss；Curved surface steel network frame is known as steel screen.Elements of Space Grid Truss rod piece is the network of curved face type, has member structure and thin concurrently
The characteristic of shell structure, reasonable stress, covering span is big, be it is a kind of quite by domestic and international concern, since half a century it is with fastest developing speed simultaneously
There is the space structure of broad based growth prospect.
Elements of Space Grid Truss rod piece usually needs to replace after long-term use, but there are following for existing Elements of Space Grid Truss bar replacing apparatus
Problem needs to solve: 1, cannot effectively support Elements of Space Grid Truss to be replaced, it is not sufficiently stable when displacement；2, when replacing not
It is capable of fixing the outer wall of Elements of Space Grid Truss rod piece, it is may cause and topples over.
Summary of the invention
The purpose of the present invention is to provide Elements of Space Grid Truss rod piece assembled displacement apparatus, to solve to propose in above-mentioned background technique
The problem of.
To achieve the above object, the invention provides the following technical scheme: Elements of Space Grid Truss rod piece assembled displacement apparatus, including in
Plate, collateral bracer and displacement support part are entreated, the collateral bracer is equipped with two groups altogether and welds respectively with the two sides of median plate, two groups
The side that the collateral bracer is located remotely from each other is welded with the first telescopic rod, and the first telescopic rod is far from collateral bracer described in two groups
One end is welded with the bottom of two groups of outer supporting plate side walls respectively, and the top of outer supporting plate side wall described in two groups is welded with displacement support
Part；
The two sides of the median plate are additionally provided with two group of second telescopic rod, and the second telescopic rod described in two groups is respectively provided at collateral support
The two sides of block, the one end sidewall weld with median plate opposite sides respectively, opposite one end with fixed plate sidewall weld,
Fixed plate described in two groups is provided with card close to the side of median plate and moves slot, is equipped with the sliding engaged therewith in the dynamic slot of card
Part, the side of the sliding part, which is stretched out, blocks dynamic slot and the sidewall weld with the first pressing plate, is equipped with second below first pressing plate
Pressing plate, the side wall and fixed plate of second pressing plate weld, and spring is equipped between first pressing plate and the second pressing plate；
The collateral bracer bottom is equipped with the first pillar and the second pillar, roof and the collateral bracer of first pillar
Bottom wall welding, second pillar are plugged and fixed with the first pillar, are provided on first pillar and the second pillar through it
The through-hole of two sides, grafting is equipped with limited post in the through-hole.
Preferably, displacement support part described in two groups is horizontally disposed and the two is in sustained height, the displacement support part
Outer supporting plate is located at close to the side of median plate.
Preferably, second pressing plate is located at side of the fixed plate close to median plate, and the both ends of the spring are respectively with
One pressing plate and the second pressing plate it is opposite two sides welding.
Preferably, second pillar is located at side of first pillar far from collateral bracer, and the first pillar level is cutd open
Area of the area in face less than the second pillar horizontal profile.
Preferably, first pillar and the second pillar are equipped with two groups below collateral bracer and in collateral bracer two sides
Symmetrical, the through-hole is equipped with multiple groups and evenly distributed on the first pillar and the second pillar.
Technical effect and advantage of the invention: the Elements of Space Grid Truss rod piece assembled displacement apparatus, it is flexible by being provided with first
Bar, outer supporting plate and displacement support part drive two group of first telescopic rod elongation, two groups of displacement support parts are made to be inserted into steel mesh hack lever respectively
The notch at part both ends can support Elements of Space Grid Truss rod piece to be replaced, it is made to keep stablizing；It is flexible by being provided with second
Bar, the second pressing plate, sliding part, blocks dynamic slot and spring at the first pressing plate, so that the first pressing plate is moved sliding in slot in card along sliding part and comes
Adjust its position, then grip the first pressing plate and the second pressing plate by the outer wall of Elements of Space Grid Truss rod piece, so as to prevent its
Topple over when displacement；By being provided with the first pillar, the second pillar, through-hole and limited post, so that the height of median plate can be by the
The height of one pillar and the second pillar is adjusted, and is made the displacement apparatus that can work under the scene of all kinds of different heights, is increased
The practicability of the displacement apparatus.
Detailed description of the invention
Fig. 1 is overall structure diagram of the invention；
Fig. 2 be Fig. 1 of the invention in A at structure enlarged diagram；
Fig. 3 is the structural schematic diagram of limited post of the invention.
In figure: 1 median plate, 2 collateral bracers, 3 first telescopic rods, 4 outer supporting plates, 5 displacement support parts, 6 second telescopic rods, 7
Dynamic slot, 9 sliding parts, 10 first pressing plates, 11 springs, 12 second pressing plates, 13 first pillars, 14 second pillars, 15 are blocked in fixed plate, 8
Through-hole, 16 limited posts.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
The present invention provides a kind of Elements of Space Grid Truss rod piece assembled displacement apparatus as shown in Figs. 1-3, including median plate 1, side
Supporting block 2 and displacement support part 5, the collateral bracer 2 are equipped with two groups altogether and weld respectively with the two sides of median plate 1, two groups of institutes
It states the side that collateral bracer 2 is located remotely from each other and is welded with the first telescopic rod 3, the first telescopic rod 3 is far from collateral bracer 2 described in two groups
One end welded respectively with the bottom of two groups of outer 4 side walls of supporting plate, the top of outer 4 side wall of supporting plate described in two groups is welded with displacement and props up
Support member 5；
The two sides of the median plate 1 are additionally provided with two group of second telescopic rod 6, and the second telescopic rod 6 described in two groups is respectively provided at side
The two sides of supporting block 2, the one end sidewall weld with 1 opposite sides of median plate respectively, opposite one end with 7 side of fixed plate
Wall welding, fixed plate 7 described in two groups are provided with card close to the side of median plate 1 and move slot 8, be equipped with therewith in the dynamic slot 8 of card
The sliding part 9 of engaging, the side of the sliding part 9, which is stretched out, blocks dynamic slot 8 and the sidewall weld with the first pressing plate 10, first pressure
The second pressing plate 12 is equipped with below plate 10, the side wall and fixed plate 7 of second pressing plate 12 weld, first pressing plate 10 and second
Spring 11 is equipped between pressing plate 12；
2 bottom of collateral bracer is equipped with the first pillar 13 and the second pillar 14, the roof of first pillar 13 and side
The bottom wall of supporting block 2 welds, and second pillar 14 is plugged and fixed with the first pillar 13, first pillar 13 and the second pillar
The through-hole 15 through its two sides is provided on 14, grafting is equipped with limited post 16, the first telescopic rod 3 and second in the through-hole 15
Telescopic rod 6 is by being driven by electricity.
Specifically, displacement support part 5 described in two groups is horizontally disposed and the two is in sustained height, the displacement support part
5 are located at outer supporting plate 4 close to the side of median plate 1, make two groups of displacement support parts 5 that the notch at Elements of Space Grid Truss rod piece both ends can be inserted.
Specifically, second pressing plate 12 is located at fixed plate 7 close to the side of median plate 1, the both ends point of the spring 11
It is not welded with the opposite two sides of the first pressing plate 10 and the second pressing plate 12, spring 11 has stretching action, can make the first pressing plate 10
The outer wall of Elements of Space Grid Truss rod piece is gripped with the second pressing plate 12, to prevent it from toppling over.
Specifically, second pillar 14 is located at side of first pillar 13 far from collateral bracer 2, first pillar 13
The area of horizontal profile allows the first pillar 13 to be plugged on the second pillar 14 less than the area of 14 horizontal profile of the second pillar
It is interior.
Specifically, first pillar 13 and the second pillar 14 are equipped with two groups below collateral bracer 2 and in collateral supports
2 two sides of block are symmetrical, so that collateral bracer 2 be made to keep stablizing, the through-hole 15 is on the first pillar 13 and the second pillar 14
Multiple groups and evenly distributed are equipped with, so as to be inserted into the through-hole on the first pillar 13 and the second pillar 14 using limited post 16,
The first pillar 13 and the second pillar 14 is set to keep stablizing.
Specifically, the Elements of Space Grid Truss rod piece assembled displacement apparatus adjusts median plate according to actual scene first at work
1 height moves up and down the first pillar 13 in the second pillar 14, and after height is suitable, limited post 16 is inserted into first
Through-hole 15 on column 13 and the second pillar 14, the first pillar 13 and the second pillar 14 is fixed, then Elements of Space Grid Truss rod piece is placed on
On median plate 1, make its both ends respectively close to two groups of collateral bracers 2 and adjust it and put orientation, makes to need displaced steel mesh hack lever
Part and displacement support part 5 are in sustained height, then drive the second telescopic rod 6 to stretch, so that its outer wall is placed in two groups and fix
It between plate 7, grips the first pressing plate 10, spring 11 and the second pressing plate 12 by its outer wall, then shrinks the first telescopic rod 3
The notch that displacement support part 5 is inserted into Elements of Space Grid Truss rod piece both ends is supported, then operator replaces steel mesh hack lever again
Part extends the first telescopic rod 3 after the completion of displacement, displacement support part 5 is made to be detached from Elements of Space Grid Truss rod piece.
Finally, it should be noted that the foregoing is only a preferred embodiment of the present invention, it is not intended to restrict the invention,
Although the present invention is described in detail referring to the foregoing embodiments, for those skilled in the art, still may be used
To modify the technical solutions described in the foregoing embodiments or equivalent replacement of some of the technical features,
All within the spirits and principles of the present invention, any modification, equivalent replacement, improvement and so on should be included in of the invention
Within protection scope.
Claims (5)
1. a kind of Elements of Space Grid Truss rod piece assembled displacement apparatus, including median plate (1), collateral bracer (2) and displacement support part (5),
It is characterized by: the collateral bracer (2) is equipped with two groups altogether and welds respectively with the two sides of median plate (1), it is collateral described in two groups
The side that bracer (2) is located remotely from each other is welded with the first telescopic rod (3), and the first telescopic rod (3) described in two groups is far from collateral bracer
(2) one end is welded with the bottom of two groups of outer supporting plate (4) side walls respectively, and the top of outer supporting plate (4) side wall described in two groups is welded
There are displacement support part (5)；
The two sides of the median plate (1) are additionally provided with two group of second telescopic rod (6), and the second telescopic rod (6) described in two groups is respectively provided at
The two sides of collateral bracer (2), the one end sidewall weld with median plate (1) opposite sides respectively, opposite one end are and solid
Fixed board (7) sidewall weld, fixed plate described in two groups (7) are provided with card close to the side of median plate (1) and move slot (8), and the card is dynamic
The sliding part (9) engaged therewith is installed in slot (8), the side of the sliding part (9) stretch out block dynamic slot (8) and with the first pressing plate
(10) sidewall weld is equipped with the second pressing plate (12) below first pressing plate (10), the side wall of second pressing plate (12) with
Fixed plate (7) welding, is equipped with spring (11) between first pressing plate (10) and the second pressing plate (12)；
Collateral bracer (2) bottom is equipped with the first pillar (13) and the second pillar (14), the roof of first pillar (13)
It is welded with the bottom wall of collateral bracer (2), second pillar (14) is plugged and fixed with the first pillar (13), first pillar
(13) and on the second pillar (14) it is provided with the through-hole (15) through its two sides, the interior grafting of the through-hole (15) is equipped with limited post
(16)。
2. Elements of Space Grid Truss rod piece assembled displacement apparatus according to claim 1, it is characterised in that: displacement support described in two groups
Part (5) is horizontally disposed and the two is in sustained height, and the displacement support part (5) is located at outer supporting plate (4) close to median plate (1)
Side.
3. Elements of Space Grid Truss rod piece assembled displacement apparatus according to claim 1, it is characterised in that: second pressing plate (12)
It is located at the side of fixed plate (7) close to median plate (1), the both ends of the spring (11) are pressed with the first pressing plate (10) and second respectively
The opposite two sides welding of plate (12).
4. Elements of Space Grid Truss rod piece assembled displacement apparatus according to claim 1, it is characterised in that: second pillar (14)
It is located at the side of the first pillar (13) far from collateral bracer (2), the area of the first pillar (13) horizontal profile is less than second
The area of pillar (14) horizontal profile.
5. Elements of Space Grid Truss rod piece assembled displacement apparatus according to claim 1, it is characterised in that: first pillar (13)
Two groups and symmetrical, the through-hole in collateral bracer (2) two sides are equipped with below collateral bracer (2) with the second pillar (14)
(15) multiple groups and evenly distributed are equipped on the first pillar (13) and the second pillar (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811555176.8A CN109458001B (en) | 2018-12-18 | 2018-12-18 | Steel net rack rod assembly type replacement device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811555176.8A CN109458001B (en) | 2018-12-18 | 2018-12-18 | Steel net rack rod assembly type replacement device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109458001A true CN109458001A (en) | 2019-03-12 |
| CN109458001B CN109458001B (en) | 2023-11-21 |
Family
ID=65613807
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811555176.8A Active CN109458001B (en) | 2018-12-18 | 2018-12-18 | Steel net rack rod assembly type replacement device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109458001B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114165046A (en) * | 2021-12-27 | 2022-03-11 | 山东新活新材料科技有限公司 | Device for disassembling wall-attached support |
| CN114592710A (en) * | 2022-03-07 | 2022-06-07 | 中国矿业大学 | Rack rod piece replacing device and method |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7275731B1 (en) * | 2004-01-08 | 2007-10-02 | Shinault Edwin K | Telescopically adjustable support brace |
| JP2010043505A (en) * | 2008-08-09 | 2010-02-25 | Denro Corp | Method of replacing main pole member of steel tower |
| CN201507122U (en) * | 2009-06-09 | 2010-06-16 | 宋明志 | Grid structure bar replacing apparatus |
| CN201671354U (en) * | 2010-04-16 | 2010-12-15 | 中铁十局集团建筑工程有限公司 | Maintenance tool for steel grid structure rod pieces |
| CN202745397U (en) * | 2012-08-24 | 2013-02-20 | 中国建筑第六工程局有限公司 | Lifting device for large-span space truss |
| CN107627241A (en) * | 2017-09-28 | 2018-01-26 | 施秉县华顺电子有限公司 | Electronic product machining fixture |
| CN207643011U (en) * | 2017-12-27 | 2018-07-24 | 新昌县南明街道嘉宇机械厂 | A kind of speed changer cylinder cap fixture |
| CN209585689U (en) * | 2018-12-18 | 2019-11-05 | 徐州恒翔钢结构有限公司 | A kind of Elements of Space Grid Truss rod piece assembled displacement apparatus |
-
2018
- 2018-12-18 CN CN201811555176.8A patent/CN109458001B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7275731B1 (en) * | 2004-01-08 | 2007-10-02 | Shinault Edwin K | Telescopically adjustable support brace |
| JP2010043505A (en) * | 2008-08-09 | 2010-02-25 | Denro Corp | Method of replacing main pole member of steel tower |
| CN201507122U (en) * | 2009-06-09 | 2010-06-16 | 宋明志 | Grid structure bar replacing apparatus |
| CN201671354U (en) * | 2010-04-16 | 2010-12-15 | 中铁十局集团建筑工程有限公司 | Maintenance tool for steel grid structure rod pieces |
| CN202745397U (en) * | 2012-08-24 | 2013-02-20 | 中国建筑第六工程局有限公司 | Lifting device for large-span space truss |
| CN107627241A (en) * | 2017-09-28 | 2018-01-26 | 施秉县华顺电子有限公司 | Electronic product machining fixture |
| CN207643011U (en) * | 2017-12-27 | 2018-07-24 | 新昌县南明街道嘉宇机械厂 | A kind of speed changer cylinder cap fixture |
| CN209585689U (en) * | 2018-12-18 | 2019-11-05 | 徐州恒翔钢结构有限公司 | A kind of Elements of Space Grid Truss rod piece assembled displacement apparatus |
Non-Patent Citations (1)
| Title |
|---|
| 侯照保;安关峰;: "网架结构临时支撑体系的设计" * |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114165046A (en) * | 2021-12-27 | 2022-03-11 | 山东新活新材料科技有限公司 | Device for disassembling wall-attached support |
| CN114165046B (en) * | 2021-12-27 | 2023-02-14 | 山东新活新材料科技有限公司 | Device for disassembling wall-attached support |
| CN114592710A (en) * | 2022-03-07 | 2022-06-07 | 中国矿业大学 | Rack rod piece replacing device and method |
| CN114592710B (en) * | 2022-03-07 | 2022-11-11 | 中国矿业大学 | Rack rod piece replacing device and method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109458001B (en) | 2023-11-21 |
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| TA01 | Transfer of patent application right |
Effective date of registration: 20231007 Address after: 221000 Construction Office, Shizhai Town, Fengxian County, Xuzhou City, Jiangsu Province Applicant after: Jiangsu DuPont construction engineering Co.,Ltd. Address before: No. 18 Shifeng Road, Shizhai Town, Feng County, Xuzhou City, Jiangsu Province, 221000 Applicant before: XUZHOU HENGXIANG STEEL STRUCTURE Co.,Ltd. |
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