CN204850517U - System of pounding is prevented to spelling formula height -adjustable steel construction - Google Patents
System of pounding is prevented to spelling formula height -adjustable steel construction Download PDFInfo
- Publication number
- CN204850517U CN204850517U CN201520610189.6U CN201520610189U CN204850517U CN 204850517 U CN204850517 U CN 204850517U CN 201520610189 U CN201520610189 U CN 201520610189U CN 204850517 U CN204850517 U CN 204850517U
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Abstract
The utility model discloses a system of pounding is prevented to spelling formula height -adjustable steel construction it including the parallel two post groups of standing in a line, whenever, the stand is gone up including at least two by the post that stands in a line group, the two last stand quantity of standing in a line post group equal and correspond mutually, connect through linking beam between two adjacent tops of going up stands in the post that respectively the stands in a line group and copulate the pole on through between the middle part and connect, on copulate the pole and be equipped with oblique support piece between rather than the last stand of connecting, two stand in a line through main truss connection between corresponding two tops of going up stands between the post group, each is gone up the bottom of stand and fixes on the foundation structure of ground through the stand support. The utility model discloses can the spelling be carried out according to the concrete quantity in the various steel room in job site, the height -adjustable festival, the protection demand of temporarily constructing two layers or the various steel room of three -layer in the building site can be satisfied well.
Description
Technical field
The utility model relates to a kind of portal frame system, can form the anti-assembled height adjustable steel work pounding canopy and prevent pounding system after espespecially a kind of laying prevents pounding protective articles (as scaffold floor).
Background technology
The color steel room that current construction field uses the temporary building, particularly office under construction on-site tower crane large arm coverage or workman stays to be used must be set up and prevent pounding canopy, damages the personnel in color steel room to prevent falling object from high altitude.
Usually adopt steel pipe to set up now or welding for steel structure composition anti-ly pound canopy, its principle is all form door type structure, lays the anti-objects of pounding protective articles and impacting to realize anti-falling stop thing such as scaffold floor at top.But can find from practical application, prevent that pounding canopy exists following defect for above-mentioned two kinds:
That sets up for steel pipe anti-ly pounds canopy, it has sets up flexibly, can realize two layers or three layers, separate room or many between the feature of color steel room protection, but form because it is only simply overlapped by steel pipe, by the restriction of steel pipe physical property, anti-anti-pounding before and after region of pounding canopy formation, double vertical rod must be set, or even the structure of double pair of vertical rod, this kind of structure takes up room larger.And; the anti-top truss pounding canopy that steel pipe is set up also adopts steel tube lapping to form usually; there is joint defect in therefore formed trussing, after bearing that scaffold floor etc. is anti-to pound the Integral Loading of protective articles, often can produce downwarp phenomenon, anti-impact force is difficult to ensure.In addition, the anti-steel tube lapping (splicing or docking) pounding canopy that steel pipe is set up adopts the mode of snap lock to realize, and office or workman are longer for stay service time in color steel room of using, it seems according to the current engineering construction cycle, substantially all more than 1 year, therefore, the buckle nut be chronically exposed under external condition easily produces phenomenon that is loosening or corrosion, and usage safety performance is had a greatly reduced quality.
Pound canopy for the anti-of welding for steel structure, its good integrity, little, the anti-impact force of taking up room are strong, but its form of structure is single, can only for determining that the color steel room of scale is arranged, can only disassemble after protection terminates, cannot realize assembled flexibly again, each parts are difficult to circulation turnover and use.
Utility model content
The purpose of this utility model is to provide a kind of assembled height adjustable steel work to prevent pounding system, this anti-system of pounding can carry out spelling according to the concrete quantity in Cai Gang room, job site, Height Adjustable, the protection requirements in building site temporary building two layers or three layers of color steel room can be met well.
To achieve these goals, the utility model have employed following technical scheme:
A kind of assembled height adjustable steel work is anti-pounds system, it is characterized in that: it comprises two parallel row's column groups, often arrange column group and comprise at least two upper pillar stands, the upper pillar stand quantity of two row's column groups is equal and in correspondence with each other, connected by linking beam between the top of adjacent two upper pillar stands in each row's column group and between middle part by link bar connect, on link between upper pillar stand that bar is connected with it and be provided with upper bearing diagonal part, connected by main couple between the top of two upper pillar stands corresponding between two row's column groups, the bottom of each upper pillar stand is fixed in ground base structure by column bearing.
Described upper pillar stand comprises shaft, the top of shaft is provided with to insert described linking beam end and the linking beam slot being spirally connected fixing, to be inserted and the main couple slot being spirally connected fixing described main couple end, the middle part of shaft be provided with by link on described boom end insert and be spirally connected fixing on link bar slot, on link the upper diagonal brace junction plate being provided with below bar slot and connecting described upper bearing diagonal part end, wherein, linking beam slot, main couple slot, on link bar slot and form by two connection boards and a bracket.
Described linking beam comprises two parallel shafts, is connected between two shafts by support column, and described linking beam is ladder shape.
Described main couple comprises two parallel shafts, is connected between two shafts by support column, and shaft and support column form ladder shape, between two shafts and two support columns, be welded with diagonal brace.
Link bar on described and comprise shaft, the both ends of shaft are welded with diagonal brace junction plate respectively.
Described column bearing comprises steel sole plate, and steel sole plate upper surface is welded with socket joint hollow stem, and steel sole plate is equipped with stone bolt, and stone bolt is equipped with backing plate.
In actual applications, describedly anti-pound system and also can comprise lower pillar stand, each described upper pillar stand is connected with corresponding described column bearing by a lower pillar stand, on the direction of the described column group of each row, link bar under passing through between the top of adjacent two lower pillar stands to connect, under link between lower pillar stand that bar is connected with it and be provided with declivity support member.
Described lower pillar stand comprises shaft, the top end face of shaft is connected with socket joint hollow stem, the top of shaft be provided with by link under described boom end insert and be spirally connected fixing under link bar slot, under link the lower diagonal brace junction plate being provided with below bar slot and connecting described declivity support member end, wherein, link bar slot under to be made up of two connection boards and a bracket.
Link bar under described and comprise shaft, the both ends of shaft are welded with lower diagonal brace junction plate respectively.
The utility model has the advantages that:
The utility model can carry out spelling according to the concrete quantity in Cai Gang room, job site, Height Adjustable, is applicable to the protection in building site temporary building two layers or three layers of color steel room, overall anti-performance of pounding is good, can effectively by main couple is laid anti-pound protective articles (as scaffold floor) weight and pendant thing impact force be sent to ground, anti-impact force is strong, and safety in utilization is strong, take up room little, long service life, each part detachable assembling, sets up flexibly, can repeat turnover to use, construction cost is low.
Accompanying drawing explanation
Fig. 1 is structural perspective of the present utility model.
Fig. 2 is the schematic side view of Fig. 1.
Fig. 3 is the structural perspective of upper pillar stand.
Fig. 4 is the structural perspective of linking beam.
Fig. 5 is the structural perspective of main couple.
Fig. 6 links the structural perspective of bar on being.
Fig. 7 is the structural perspective of column bearing.
Fig. 8 is the structural perspective of lower pillar stand.
Detailed description of the invention
When the utility model is used for 2 layers of color steel room protection, do not use lower pillar stand 20, with reference to figure 1 and Fig. 2, the utility model assembled height adjustable steel work prevents that the system of pounding comprises two parallel row's column groups, often arrange column group and comprise at least two upper pillar stands 30, the quantity of the upper pillar stand 30 of two row's column groups is equal and in correspondence with each other, connected by linking beam 50 between the top of adjacent two upper pillar stands 30 in each row's column group and between the middle part of adjacent two upper pillar stands 30 by link bar 40 and connect, on link between upper pillar stand 30 that bar 40 is connected with it and be provided with upper bearing diagonal part 70, connected by main couple 60 between the top of two upper pillar stands 30 (i.e. a pair upper pillar stand 30) corresponding between two row's column groups, the bottom of each upper pillar stand 30 is fixed in ground base structure (not marking in figure) by column bearing 10.
As Fig. 3, upper pillar stand 30 comprises shaft 31, the relevant position, top of shaft 31 is provided with inserts linking beam 50 end and the linking beam slot 32 being spirally connected fixing, main couple 60 end is inserted and the main couple slot 33 being spirally connected fixing, the relevant position, middle part of shaft 31 be provided with by link bar 40 end insert and be spirally connected fixing on link bar slot 34, on link the upper diagonal brace junction plate 35 being provided with below bar slot 34 and connecting upper bearing diagonal part 70 end, wherein, linking beam slot 32 is made up of two connection boards 321 and a bracket 322, main couple slot 33 is made up of two connection boards 331 and a bracket 332, on link bar slot 34 and be made up of two connection boards 341 and a bracket 342.
In actual design, as Fig. 1 and Fig. 3, (both sides upper pillar stand 30 is in the orientation of its place row are left and right sides to the left and right sides at shaft 31 top of upper pillar stand 30, and both sides are side, front and back in addition, the left and right sides of lower pillar stand 20, the definition of side, front and back are with upper pillar stand 30) be respectively equipped with a pair linking beam slot 32 and side, front and back is respectively equipped with a pair main couple slot 33, the left and right sides in the middle part of shaft 31 is also respectively equipped with on one and links bar slot 34.Preferably, top, the bottom of upper pillar stand 30 shaft 31 selecting rectangular hollow section to make are sealed by the cover plate 36 welded respectively.
As Fig. 4, linking beam 50 is comprised between two parallel shafts, 51, two shafts 51 and being connected by support column 52, to make linking beam 50 in ladder shape.In actual design, preferably, shaft 51 two ends selecting rectangular hollow section to make are sealed by the shrouding 53 welded.
When actual assembled, each shaft 51 end of linking beam 50 is inserted after in corresponding linking beam slot 32 and is realized the connection with upper pillar stand 30 by bolt.
As Fig. 5, main couple 60 is comprised between two parallel shafts, 61, two shafts 61 and being connected by support column 62, and shaft 61 and support column 62 form ladder shape, between two shafts 61 and two support columns 62, be welded with diagonal brace 63.In actual design, preferably, shaft 61 two ends selecting rectangular hollow section to make are sealed by the shrouding 64 welded.
When actual assembled, each shaft 61 end of main couple 60 is inserted after in corresponding main couple slot 33 and is realized the connection with upper pillar stand 30 by bolt.
As Fig. 6, above link bar 40 and comprise shaft 41, the both ends of shaft 41 are welded with diagonal brace junction plate 42 respectively.In actual design, preferably, shaft 41 two ends selecting rectangular hollow section to make are sealed by the shrouding 43 welded.
In actual assembled, on link bar 40 shaft 41 end insert corresponding on link after in bar slot 34 and realize the connection with upper pillar stand 30 by bolt, above link between upper diagonal brace junction plate 42,35 that bar 40, upper pillar stand 30 are respectively equipped with and connect upper bearing diagonal part 70 for bolt.
As Fig. 7, column bearing 10 comprises steel sole plate 12, steel sole plate 12 upper surface is welded with the socket joint hollow stem 11 that the bottom for upper pillar stand 30 or lower pillar stand 20 is inserted, steel sole plate 12 is equipped with stone bolt 13, to make column bearing 10 entirety be fixed with ground base structure by pre-buried stone bolt 13, stone bolt 13 is equipped with backing plate 14.
When the utility model is used for 3 layers of color steel room protection, the anti-system of pounding of the utility model also comprises lower pillar stand 20, each upper pillar stand 30 is connected with corresponding column bearing 10 by a lower pillar stand 20, on the direction of each row's column group, link bar 80 under passing through between the top of adjacent two lower pillar stands 20 to connect, under link between lower pillar stand 20 that bar 80 is connected with it and be provided with declivity support member 90.
As Fig. 8, lower pillar stand 20 comprises shaft 21, the top end face of shaft 21 is connected with the socket joint hollow stem 24 that the bottom for upper pillar stand 30 is inserted, the relevant position, top of shaft 21 be provided with by under link bar 80 end insert and be spirally connected fixing under link bar slot 23, under link the lower diagonal brace junction plate 22 being provided with below bar slot 23 and connecting declivity support member 90 end, wherein, link bar slot 23 under to be made up of two connection boards 231 and a bracket 232.In actual design, as Fig. 8, under the left and right sides at shaft 21 top of lower pillar stand 20 is respectively equipped with one, link bar slot 23.
Under link bar 80 and comprise shaft, the both ends of shaft are welded with lower diagonal brace junction plate respectively.In actual design, preferably, select rectangular hollow section to make down the shaft two ends linking bar 80 to be sealed by the shrouding welded.
In actual assembled, under link bar 80 shaft end insert corresponding under link after in bar slot 23 and realize the connection with lower pillar stand 20 by bolt, under link between lower diagonal brace junction plate that bar 80, lower pillar stand 20 are respectively equipped with and connect declivity support member 90 for bolt.
Under link bar 80 structure with on to link bar 40 identical, therefore do not provide diagram, under please refer to Fig. 6 to understand, link bar 80.
In the utility model, upper and lower bearing diagonal part 70,90 is rod-like members, and can be made up of support bar and the junction plate being welded on support bar two ends, similarly, rectangular hollow section can be selected to make for support bar and its two ends can be sealed by the shrouding welded.
In the utility model, be grafting between upper pillar stand 30 with column bearing 10, between upper pillar stand 30 with lower pillar stand 20, between lower pillar stand 20 with column bearing 10 and fitted bolt be fixedly connected with mode.
In the utility model, devise parts for ensureing the globality of system and steadiness---linking beam 50, on link bar 40, under link bar 80, main couple 60, linking beam 50, on link bar 40, under link bar 80, main couple 60 is and is welded into shaped piece, undecomposable, they with upper pillar stand 30 or the connected mode of lower pillar stand 20 be insert and fitted bolt be fixedly connected with mode.
Each parts in the utility model (linking beam 50, on link bar 40, under link bar 80, upper and lower bearing diagonal part 70,90 etc.) preferably select Q235-B material steel to be made.In actual design, the relevant position of each parts offering corresponding fixing hole (not marking in figure) for realizing bolt connection, here repeating no more.
In actual applications, on the one hand, lower pillar stand 20 whether is adopted to be decided by the number of plies (2 layers or 3 layers) in color steel room, on the other hand, color steel room is built in row's shape usually, so the quantity of often arranging the upper pillar stand 30 (in other words upper pillar stand 30 and lower pillar stand 20) of column group is decided by number between color steel room.
As Fig. 1, normally, in two row's column groups, two corresponding upper pillar stands 30 are called that the corresponding two pairs of upper pillar stands 30 in a pair upper pillar stand 30, two row column group form a cuboid framework and can be used for the protection in Cai Gang room, a separate room.In practice of construction, can along the spelling direction orientation of upper pillar stand 30 (namely in each row's column group) shown in Fig. 1 to carrying out spelling expansion for the utility model protecting Cai Gang room, separate room shown in Fig. 1, form volume required cuboid protective zone, with meet many between the protection requirements in color steel room.
After the utility model comes into operation, set up defences and pound protective articles (as scaffold floor, not shown) in main couple 60 upper berth.Illustrate for the utility model shown in Fig. 1, column bearing 10, lower pillar stand 20, upper pillar stand 30 forms vertical structure system, mainly play the effect supporting superstructure and power transmission, on, under link bar 40, 80, linking beam 50, on, declivity support member 70, 90 composition transversary systems, mainly play the effect connected as one by the utility model on spelling direction, main couple 60 mainly plays carrying and prevents pounding the weight of protective articles and bear the effect of pendant thing impact force, also play the effect connected as one by the utility model on the direction perpendicular to spelling direction simultaneously.
In use, anti-weight of pounding protective articles and the pendant thing impact force be subject to can be sent to upper pillar stand 30, lower pillar stand 20 by main couple 60, are then sent to ground by column bearing 10, serve effective protective action to color steel room.
The utility model has the advantages that: the utility model can carry out spelling according to the concrete quantity in Cai Gang room, job site, Height Adjustable, be applicable to the protection in building site temporary building two layers or three layers of color steel room, overall anti-performance of pounding is good, can effectively by main couple is laid anti-pound protective articles (as scaffold floor) weight and pendant thing impact force be sent to ground, anti-impact force is strong, safety in utilization is strong, take up room little, long service life, each part detachable assembling, sets up flexibly, can repeat turnover to use, construction cost is low.
The above know-why being preferred embodiment of the present utility model and using; for a person skilled in the art; when not deviating from spirit and scope of the present utility model; any based on apparent changes such as the equivalent transformation on technical solutions of the utility model basis, simple replacements, all belong within the utility model protection domain.
Claims (9)
1. an assembled height adjustable steel work is prevented pounding system, it is characterized in that: it comprises two parallel row's column groups, often arrange column group and comprise at least two upper pillar stands, the upper pillar stand quantity of two row's column groups is equal and in correspondence with each other, connected by linking beam between the top of adjacent two upper pillar stands in each row's column group and between middle part by link bar connect, on link between upper pillar stand that bar is connected with it and be provided with upper bearing diagonal part, connected by main couple between the top of two upper pillar stands corresponding between two row's column groups, the bottom of each upper pillar stand is fixed in ground base structure by column bearing.
2. assembled height adjustable steel work as claimed in claim 1 is anti-pounds system, it is characterized in that:
Described upper pillar stand comprises shaft, the top of shaft is provided with to insert described linking beam end and the linking beam slot being spirally connected fixing, to be inserted and the main couple slot being spirally connected fixing described main couple end, the middle part of shaft be provided with by link on described boom end insert and be spirally connected fixing on link bar slot, on link the upper diagonal brace junction plate being provided with below bar slot and connecting described upper bearing diagonal part end, wherein, linking beam slot, main couple slot, on link bar slot and form by two connection boards and a bracket.
3. assembled height adjustable steel work as claimed in claim 1 is anti-pounds system, it is characterized in that:
Described linking beam comprises two parallel shafts, is connected between two shafts by support column, and described linking beam is ladder shape.
4. assembled height adjustable steel work as claimed in claim 1 is anti-pounds system, it is characterized in that:
Described main couple comprises two parallel shafts, is connected between two shafts by support column, and shaft and support column form ladder shape, between two shafts and two support columns, be welded with diagonal brace.
5. assembled height adjustable steel work as claimed in claim 1 is anti-pounds system, it is characterized in that:
Link bar on described and comprise shaft, the both ends of shaft are welded with diagonal brace junction plate respectively.
6. assembled height adjustable steel work as claimed in claim 1 is anti-pounds system, it is characterized in that:
Described column bearing comprises steel sole plate, and steel sole plate upper surface is welded with socket joint hollow stem, and steel sole plate is equipped with stone bolt, and stone bolt is equipped with backing plate.
7. the assembled height adjustable steel work according to any one of claim 1 to 6 is anti-pounds system, it is characterized in that:
The described anti-system of pounding comprises lower pillar stand, each described upper pillar stand is connected with corresponding described column bearing by a lower pillar stand, on the direction of the described column group of each row, link bar under passing through between the top of adjacent two lower pillar stands to connect, under link between lower pillar stand that bar is connected with it and be provided with declivity support member.
8. assembled height adjustable steel work as claimed in claim 7 is anti-pounds system, it is characterized in that:
Described lower pillar stand comprises shaft, the top end face of shaft is connected with socket joint hollow stem, the top of shaft be provided with by link under described boom end insert and be spirally connected fixing under link bar slot, under link the lower diagonal brace junction plate being provided with below bar slot and connecting described declivity support member end, wherein, link bar slot under to be made up of two connection boards and a bracket.
9. assembled height adjustable steel work as claimed in claim 7 is anti-pounds system, it is characterized in that:
Link bar under described and comprise shaft, the both ends of shaft are welded with lower diagonal brace junction plate respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520610189.6U CN204850517U (en) | 2015-08-13 | 2015-08-13 | System of pounding is prevented to spelling formula height -adjustable steel construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520610189.6U CN204850517U (en) | 2015-08-13 | 2015-08-13 | System of pounding is prevented to spelling formula height -adjustable steel construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204850517U true CN204850517U (en) | 2015-12-09 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520610189.6U Expired - Fee Related CN204850517U (en) | 2015-08-13 | 2015-08-13 | System of pounding is prevented to spelling formula height -adjustable steel construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204850517U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2550142A (en) * | 2015-09-01 | 2017-11-15 | Wo Lee Green Systems Ltd | A novel environmentally-friendly enclosure board |
| CN108968495A (en) * | 2018-09-17 | 2018-12-11 | 中建集成房屋有限公司 | A kind of veneer structure and its installation method with illumination functions |
-
2015
- 2015-08-13 CN CN201520610189.6U patent/CN204850517U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2550142A (en) * | 2015-09-01 | 2017-11-15 | Wo Lee Green Systems Ltd | A novel environmentally-friendly enclosure board |
| CN108968495A (en) * | 2018-09-17 | 2018-12-11 | 中建集成房屋有限公司 | A kind of veneer structure and its installation method with illumination functions |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151209 Termination date: 20210813 |