CN106499200A - Assembled architecture shears the guard method of wall member finished product - Google Patents
Assembled architecture shears the guard method of wall member finished product Download PDFInfo
- Publication number
- CN106499200A CN106499200A CN201510563457.8A CN201510563457A CN106499200A CN 106499200 A CN106499200 A CN 106499200A CN 201510563457 A CN201510563457 A CN 201510563457A CN 106499200 A CN106499200 A CN 106499200A
- Authority
- CN
- China
- Prior art keywords
- pad
- herringbone
- flitch
- transport
- wall
- 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
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention relates to the realm of building construction, specifically a kind of transport guard method of assembled architecture shearing wall member finished product；It is characterized in that：Comprise the steps：Step 1, on dollie along base plate total length lay two flitch pads；Pad is laid above step 2, flitch pad；Step 3, herringbone is prepared, step 4, herringbone is arranged between the flitch pad of both sides；Step 5, structure is shelved in pad and which is relied on herringbone.Simplicity is implemented in this transport guard method, is focused on protection at member in critical position so as to be hardly damaged in transport, stacking process, so as to reduce using front patch work, it is to avoid prefabricated components are destroyed in operational phase, reduces the patch work after installing.
Description
Technical field
The present invention relates to the realm of building construction, specifically a kind of guard method of assembled architecture shearing wall member finished product.
Background technology
The damaged situation of component corner angle is often caused in work progress in the stages such as component conveying, component stockyard, lifting, finished product protections, secondary repairing work amount is big, constructional difficulties, bring work, material waste, working-day claims and economic loss.
Content of the invention
It is an object of the invention to assembled architecture shearing wall member finished product protection, it is to avoid prefabricated components were destroyed in the stages such as transport, storages, were reduced and were used front patch work.
In order to achieve the above object, the present invention is realized in：
A kind of assembled architecture shears the transport guard method of wall member finished product, and it includes dollie, herringbone, pad, flitch pad, steel wire rope, euphroe；Also comprise the steps：
Step 1, first on the base plate of dollie, two flitch pads will be laid along base plate total length before component entrucking；
Step 2, pad is laid above the flitch pad of both sides；
Step 3, according to the size for building with herringbone is prepared, wherein, the control of the support angle of herringbone is at 70 °～75 °；
Step 4, herringbone is arranged between the flitch pad of both sides；
Step 5, the outside of structure is shelved in pad outwardly and which is relied on herringbone；Slab structure part is symmetrically placed in the both sides of herringbone, and often pile stacks 2～4 pieces, between slab structure part and slab structure part need at 1/5th of component total length cushioning flitch and rubber blanket, be damaged because of vibrations with anti-wall in transit；
Step 6, pad is wrapped up at the arris that outermost builds, and coordinate euphroe to pile up the structure that finishes with pierce tap and tied, in case component drops in transport；
Before step 7, transport, need to select suitable, smooth solid traffic route according to transport, vehicle at the uniform velocity should be travelled.
Described assembled architecture shears the transport guard method of wall member finished product, and horizontal plate class member adopts flat fortune method, i.e. component to overlap and puts, and arranges flitch pad between each layer component, and predetermined level plate class member overlap of should classifying is put and overlaps the number of plies less than 4 layers.
Described assembled architecture shears the transport guard method of wall member finished product, and Horizontal structural members are individually transported so as to realize by wall-panels supports frame and put in the venue；Slot in the middle of the wall-panels supports frame, two side bottoms arrange the derivative foot of level；Build and erect and insert in the groove in the middle of wall-panels supports frame, and build and the sub- wedging of the timber wedge of the gap between wall-panels supports frame；Each structure respectively arranges a wall-panels supports frame anterior with rear portion；
Described assembled architecture shears the transport guard method of wall member finished product, and when horizontal plate structure part is put using overlap, the flitch pad arranged between each layer component should be located at the suspension centre of component.
Simplicity is implemented in this transport guard method, is focused on protection at member in critical position so as to be hardly damaged in transport, stacking process, so as to reduce using front patch work, it is to avoid prefabricated components are destroyed in operational phase, reduces the patch work after installing.
Description of the drawings
Fig. 1 is board type members transport structure schematic diagram one.
Fig. 2 is board type members transport structure schematic diagram two.
Fig. 3 is horizontal member transport structure schematic diagram.
Fig. 4 is wall-panels supports frame structural representation.
Specific embodiment
The present invention is further illustrated below by way of specific embodiment.
As shown in Figure 1, Figure 2, Figure 3, Figure 4, a kind of assembled architecture shears the transport guard method of wall member finished product, and it includes dollie 1, herringbone 2, pad 3, flitch pad 4, steel wire rope 5, euphroe 6；Also comprise the steps：
Step 1, first on the base plate of dollie 1, two flitch pads 4 will be laid along base plate total length before 7 entrucking of component；
Step 2, above both sides flitches pad 4, lay pad 3；
Step 3, according to the size of component 7 with herringbone 2 is prepared, wherein, the support angle of herringbone 2 is controlled at 70 °～75 °；
Step 4, herringbone 7 is arranged between both sides flitches pad 4；
Step 5, the outside of component 7 is shelved in pad 3 outwardly and which is relied on herringbone 2；Component 7 is symmetrically placed in the both sides of herringbone 2, and often pile stacks 2～4 pieces, between component 7 and component 7 need at 1/5th of 7 total length of component cushioning flitch pad 4 and pad 3, in case build 7 being damaged because of vibrations in transit；
Step 6, pad 3 is wrapped up at the arris of outermost side member 7, and coordinate euphroe 6 to pile up the component 7 that finishes with steel wire rope 5 and tied, in case component drops in transport；
Before step 7, transport, need to select suitable, smooth solid traffic route according to transport, vehicle at the uniform velocity should be travelled.
Described assembled architecture shears the transport guard method of wall member finished product; horizontal plate class member adopts flat fortune method; i.e. component is overlapped and is put, and arranges flitch pad 4 between each layer component, and predetermined level plate class member overlap of should classifying is put and overlaps the number of plies less than 4 layers.
Described assembled architecture shears the transport guard method of wall member finished product, and Horizontal structural members are individually transported so as to realize by wall-panels supports frame 8 and put in the venue；Slot in the middle of the wall-panels supports frame 8, two side bottoms arrange the derivative foot 9 of level；Component 7 is erect and is inserted in the groove in the middle of wall-panels supports frame 8, and the sub- wedging of timber wedge of the gap between component 7 and wall-panels supports frame 8；Each component respectively arranges a wall-panels supports frame 8 anterior with rear portion；
Described assembled architecture shears the transport guard method of wall member finished product, and when horizontal plate structure part is put using overlap, the flitch pad arranged between each layer component should be located at the suspension centre of component.
Simplicity is implemented in this transport guard method, is focused on protection at member in critical position so as to be hardly damaged in transport, stacking process, so as to reduce using front patch work, it is to avoid prefabricated components are destroyed in operational phase, reduces the patch work after installing.
Claims (4)
1. a kind of assembled architecture shears the transport guard method of wall member finished product, and it includes dollie, herringbone, pad, flitch pad, steel wire rope, euphroe；It is characterized in that：Also comprise the steps：
Step 1, first on the base plate of dollie, two flitch pads will be laid along base plate total length before component entrucking；
Step 2, pad is laid above the flitch pad of both sides；
Step 3, according to the size for building with herringbone is prepared, wherein, the control of the support angle of herringbone is at 70 °～75 °；
Step 4, herringbone is arranged between the flitch pad of both sides；
Step 5, the outside of structure is shelved in pad outwardly and which is relied on herringbone；Slab structure part is symmetrically placed in the both sides of herringbone, and often pile stacks 2～4 pieces, between slab structure part and slab structure part need at 1/5th of component total length cushioning flitch and rubber blanket, be damaged because of vibrations with anti-wall in transit；
Step 6, pad is wrapped up at the arris that outermost builds, and coordinate euphroe to pile up the structure that finishes with pierce tap and tied, in case component drops in transport；
Before step 7, transport, need to select suitable, smooth solid traffic route according to transport, vehicle at the uniform velocity should be travelled.
2. assembled architecture according to claim 1 shears the transport guard method of wall member finished product, it is characterized in that：Horizontal plate class member adopts flat fortune method, i.e. component to overlap and puts, and arranges flitch pad between each layer component, and predetermined level plate class member overlap of should classifying is put and overlaps the number of plies less than 4 layers.
3. assembled architecture according to claim 1 shears the transport guard method of wall member finished product, it is characterized in that：Horizontal structural members are individually transported so as to realize by wall-panels supports frame and are put in the venue；Slot in the middle of the wall-panels supports frame, two side bottoms arrange the derivative foot of level；Build and erect and insert in the groove in the middle of wall-panels supports frame, and build and the sub- wedging of the timber wedge of the gap between wall-panels supports frame；Each structure respectively arranges a wall-panels supports frame anterior with rear portion.
4. assembled architecture according to claim 2 shears the transport guard method of wall member finished product, it is characterized in that：When horizontal plate structure part is put using overlap, the flitch pad arranged between each layer component should be located at the suspension centre of component.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510563457.8A CN106499200A (en) | 2015-09-08 | 2015-09-08 | Assembled architecture shears the guard method of wall member finished product |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510563457.8A CN106499200A (en) | 2015-09-08 | 2015-09-08 | Assembled architecture shears the guard method of wall member finished product |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106499200A true CN106499200A (en) | 2017-03-15 |
Family
ID=58287082
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510563457.8A Pending CN106499200A (en) | 2015-09-08 | 2015-09-08 | Assembled architecture shears the guard method of wall member finished product |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106499200A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109594679A (en) * | 2018-12-05 | 2019-04-09 | 杭州江润科技有限公司 | Prefabricated assembled wall and construction method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201990057U (en) * | 2011-03-22 | 2011-09-28 | 青岛三联金属结构有限公司 | Packing support frame |
| CN203428145U (en) * | 2013-05-20 | 2014-02-12 | 上海建工五建集团有限公司 | Prefabricated panel support |
| CN203450562U (en) * | 2013-08-09 | 2014-02-26 | 二十二冶集团第一建设有限公司 | Transport and storage frame for prefabricated concrete wallboards |
| CN104648804A (en) * | 2013-11-20 | 2015-05-27 | 无锡市明珠烤漆厂 | Glass conveying and transfer frame |
-
2015
- 2015-09-08 CN CN201510563457.8A patent/CN106499200A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201990057U (en) * | 2011-03-22 | 2011-09-28 | 青岛三联金属结构有限公司 | Packing support frame |
| CN203428145U (en) * | 2013-05-20 | 2014-02-12 | 上海建工五建集团有限公司 | Prefabricated panel support |
| CN203450562U (en) * | 2013-08-09 | 2014-02-26 | 二十二冶集团第一建设有限公司 | Transport and storage frame for prefabricated concrete wallboards |
| CN104648804A (en) * | 2013-11-20 | 2015-05-27 | 无锡市明珠烤漆厂 | Glass conveying and transfer frame |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109594679A (en) * | 2018-12-05 | 2019-04-09 | 杭州江润科技有限公司 | Prefabricated assembled wall and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102134907B (en) | Construction method of steel bar truss floor support plate | |
| CN207030355U (en) | Composite plate blanking device | |
| CN106945115B (en) | A kind of feed system of compound sandwich board assembly line | |
| CN203593271U (en) | Adjustable recycled transfer rack | |
| CN103938736B (en) | Prefabricated superimposed primary-secondary beam connector and syndeton thereof | |
| CN106499200A (en) | Assembled architecture shears the guard method of wall member finished product | |
| AU2011360697B2 (en) | Method for the continuous production of composite formwork panel elements | |
| CN203652793U (en) | Stacking machine without tray | |
| CN103723523B (en) | A kind of pallet-free stacker | |
| CN104986287B (en) | Large LNG ship Type B containment system only shakes device | |
| US20170037581A1 (en) | Crane mat and method of manufacture | |
| US10577753B2 (en) | Crane mat and method of manufacture | |
| FI121873B (en) | Procedure for optimal parking of veneer sheets at the laying station | |
| JP4986803B2 (en) | Temporary road for railway construction and combination block made of thermoplastic resin foam for forming the temporary road | |
| KR100818863B1 (en) | Lift and installing method of preassembled truss decks at ground level | |
| CN205348506U (en) | Built -up plate that steel bar truss and die block constitute | |
| CN107009434A (en) | Automatic stacking formula machine and wood cutting | |
| JP5142948B2 (en) | Construction method of temporary road for railway construction | |
| CN103628675A (en) | Bailey beam type formwork supporting system and construction method thereof for super high-rise transfer story crossbeam | |
| CN103216092A (en) | Method and device of loading and unloading construction materials | |
| CN104760786A (en) | Dry cargo container underframe part, dry cargo container and processing method thereof | |
| CN209337280U (en) | Regularization of superimposed floor stacking lumber skid is supported | |
| CN105568859B (en) | A kind of large-tonnage steel girder span dike conveyer method | |
| CN203713922U (en) | Glass film transportation truck | |
| JP6296498B2 (en) | Seismic isolation method for automatic warehouse racks |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | 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: 20170315 |