CN201486215U - Light and safe fencing wall for construction site - Google Patents
Light and safe fencing wall for construction site Download PDFInfo
- Publication number
- CN201486215U CN201486215U CN2008201522507U CN200820152250U CN201486215U CN 201486215 U CN201486215 U CN 201486215U CN 2008201522507 U CN2008201522507 U CN 2008201522507U CN 200820152250 U CN200820152250 U CN 200820152250U CN 201486215 U CN201486215 U CN 201486215U
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- base
- wall
- hole
- square tube
- light
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- 238000010276 construction Methods 0.000 title abstract description 11
- 229920003023 plastic Polymers 0.000 claims abstract description 42
- 239000004033 plastic Substances 0.000 claims abstract description 42
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 37
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 19
- 229910052742 iron Inorganic materials 0.000 claims abstract description 18
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 10
- 239000006260 foam Substances 0.000 claims abstract description 10
- 239000010959 steel Substances 0.000 claims abstract description 10
- 238000001175 rotational moulding Methods 0.000 claims abstract description 6
- 239000011324 bead Substances 0.000 claims description 8
- 238000000034 method Methods 0.000 abstract description 4
- 239000002699 waste material Substances 0.000 abstract description 4
- 210000002683 foot Anatomy 0.000 description 5
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
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Abstract
Disclosed is a light and safe fencing wall for a construction site which comprises a plurality of light wall bodies, plastic base seats and square tubular columns and is mainly used as a fencing wall for a temporary construction site. The light and safe fencing wall for a construction site is light and safe, avoids collapsing and hurting people, has strong anti-wind capability, produces no construction waste and can be repeatedly used and used for outdoor advertisement; each of the wall bodies is made of light foam sandwich color steel plates with the periphery wrapped with iron edges; each base seat is made into a trapezoid rectangular water tank with a wide seat via a method of rotational moulding, comprises an elongated slot, a male dowel and a female dowel at two ends, a semi-circular pit embedded by an iron piece, a step circular hole, an upper sleeve liner with a key, a lower sleeve liner with a key, a water inlet, a water outlet and the like and becomes rather heavy after water is filled in; each fencing wall column utilizes a square tube and is provided with a front section bar and a back section bar, workers insert and fix the front section bar and the back section bar inside the upper sleeve liner and the lower sleeve liner of the base seat, lead king screws with caps to penetrate through a plastic fixture block to clamp the front section bar and the back section bars in order to clamp two edges of each wall body; the lower end of each wall body is inserted into the elongated slot of each base seat and fixed with bolts, an underground casing pipe is buried under every 5 or 6 base seats, and an upper square tubular column is lengthened to be inserted into the underground casing pipe so as to increase anti-wind capability; and a plurality of base seats can be connected to form the light and safe fencing wall for a construction site.
Description
Affiliated technical field:
The utility model relates to a kind of building site enclosure wall, particularly temporary building building site enclosure wall, belongs to the construction site technical field.
Background technology:
Now the building site enclosure wall of a lot of construction units in Shanghai is because of being provisional, country does not have standard and concrete regulation, so building and fixing of a lot of construction unit building sites enclosure wall five spent hundred, all adopt the simplest mudstone structure to make in order to save a lot of construction units of cost building site enclosure wall, high enclosure wall more than 2 meters does not have a reinforcing bar to connect, fastening devices is very insecure, particularly in flood season typhoon and heavy rain season, the pedestrian aside passes by does not know when enclosure wall can collapse and injure by a crashing object the pedestrian, even injury life, and news was also repeatedly reported, civic safety can not get ensureing, influenced also that the country is stable with solidarity, the building site in Shanghai is more and more especially in recent years, and the engineering time is more and more longer, the back building waste of having constructed is in heaps, dangerous just bigger, the appearance of the city is not attractive in appearance yet, has a strong impact on Shanghai international metropolis image.
The utility model content:
The utility model purpose is to overcome existing building building site enclosure wall and builds and simple and crudely fixing insecurely easily collapse and injure pedestrian's phenomenon by a crashing object, the utility model provides the light-duty secure buildings of a kind of tool building site enclosure wall, this enclosure wall can not only firmly not collapse in provisional use, and construction do not have building waste after finishing and can reuse, and also can do outdoor advertising.
The utility model solves its technical problem and adopts following proposal to be: light-duty secure buildings building site enclosure wall it by the plastic cistern base, square tube pillar group add underground pipe casing and all around the iron clad skin foam core color steel body of wall three partly tools assemble, plastic feet has the interlocking of male and female dovetail energy end to end, the square tube pillar of weldering front apron inserts the base circular hole and locatees in the lining square hole up and down, body of wall inserts in the base elongated slot, being fixed on the square tube pillar with the recurve section bar fixes behind and with base, the body of wall lower end is inserted in the elongated slot and is fixed with bolt and base, both sides are by front and back section bar clamping, upper end plastic tape cap king bolt is pushed down the plastics fixture block and is blocked body of wall, imbeds a underground pipe casing under 5-6 base distance.
Make the wide seat of trapezoidal cuboid plastic cistern with rotational moulding and do base, one elongated slot is arranged on the face, there are embedding ironware semicircle hole and hole in the groove inboard, and the groove outside is embedded with the nut inserts, and the male and female dovetail is arranged up and down end to end, the Inlet and outlet water screw is arranged up and down, waist has two lacing holes, and there is a circular hole centre, and circular hole bead up and down respectively has a step and keyway, in be stained with down lining, last lining band keyway and flange, there is a square hole centre, and there are two gap slots two sides, there is a through hole front and back, following lining also has a square hole in the middle of keyway and flange are arranged, and is the slope above, runs into different terrain and also has 90 degree, 120 degree, 150 degree angle base adapteds.
Iron front apron of square tube pillar front upper part weldering, inner nut of weldering in the top, middle part parallels core has screw hole,, there is foot pad at the end, the square tube pillar inserts the base circular hole and uses hexagonal pointless screw and base location in the weak point in the lining square hole up and down, card has the recurve section bar behind, the tubing string riveted joint of a plurality of Kong Keyu the place ahead is arranged on the face, down hole and the square tube pillar middle part parallels core screw hole that passes base embedding ironware hole and recurve section bar with screw is fixed on square tube pillar group in the base, square tube pillar group upper end card has the plastics fixture block, having plastic tape cap king bolt to pass fixture block on the top is connected with the top inner nut, imbed an analogy tubing string rim of the mouth and directly greatly enhance 0.55 meter setting of casing under 5-6 base distance, the lower end is cone, and bead welds two iron hoops, the upper end has parallels to beat, in the square tube pillar of lengthening is inserted.
Adopt light gauge foam sandwich color steel plate to do body of wall, iron clad skin all around, there are two holes the lower end, do rectangularity standard wall body module, the body of wall lower end is inserted in the base elongated slot, be clamped in the base with bolt, both sides are by preceding, the recurve section bar grips, and the upper end has plastic tape cap king bolt to push down the plastics fixture block to block body of wall.
Making the wide seat of trapezoidal cuboid plastic cistern with rotational molding technique, to do base corrosion-resistant in light weight, very heavy good stability after pouring water, there is elongated slot can insert body of wall on its face, there are three embedding ironware semicircle holes and hole in the groove inboard, the groove outside is embedded with the nut inserts, fixedly square tube pillar and body of wall, on into water screw is arranged, there is a circular hole centre, and circular hole bead up and down respectively has a step and keyway to play the role of positioning, and has the male and female dovetail interlocking not throw off end to end, waist has two lacing holes, the rear waist that prevents to pour water bloats, the screw that discharges water down, and the back that discharges water is in light weight, one circular hole is arranged in the middle of the base, in be stained with down lining, last lining band keyway and flange can be located, the centre has a square hole to insert the square tube pillar to use, two sides have two gap slots can insert left and right sides body of wall, before and after have a through hole can wear bolt the square tube pillar is fixed on the base, following lining also is with keyway and flange can locate, it is easier that the centre also has when having the slope to make slotting square tube pillar above the square hole.
The pillar of enclosure wall adopts square tube good because of its rigidity, at iron front apron of square tube pillar front upper part weldering, inner nut ring washer of weldering in the square tube pillar top, middle part parallels core has screw,, there is foot pad at the end, the square tube pillar posts the recurve section bar behind, a plurality of holes are arranged on the face, under wear bolt hole, before the upper end of square tube pillar had the plastics fixture block to block, the recurve section bar had plastic tape cap king bolt can push down the plastics fixture block and is tightened in the inner nut of square tube pillar top on the top, before making body of wall top quilt, the recurve section bar grips firmly.
In order to strengthen the wind loading rating of enclosure wall, directly greatly enhance 0.55 meter underground pipe casing under 5-6 base distance, imbedding an analogy tubing string rim of the mouth, its lower end is cone, bead welds the lifting of two iron hoops and uses, beat with a parallels upper end, former square tube pillar also inserts in the underground pipe casing for 0.5 meter apart from lengthening every 5-6 base, more strengthens the Anti-Typhoon ability of enclosure wall.
Body of wall adopts light gauge foam sandwich color steel plate to make, its soundproof effect in light weight is good, iron clad skin all around, the lower end has two to wear bolt hole, can insert in the elongated slot and be clamped on the base with bolt, do rectangularity standard wall body module, can repeatedly use not fragilely, a plurality of bases and square tube pillar and body of wall are connected one by one mixes gate and the door pillar back of pouring water and just can form temporary building building site enclosure wall.
The beneficial effects of the utility model are; Adopt rotational molding technique to make wide seat plastic cistern and do base, in light weight corrosion-resistant, the male and female dovetail connects interlockable, the steady safety in back of pouring water is difficult for collapsing and injures the pedestrian by a crashing object, the enclosure wall pillar adopts the square tube rigidity good, the square tube pillar inserts in the base and locatees with screw earlier, the back is fixed with bolt and base, body of wall is by preceding, recurve section bar and elongated slot grip, the top has the plastics king bolt to push down the plastics fixture block and the square tube pillar is fixed, and body of wall is all blocked, and buried underground pipe casing can make the enclosure wall wind loading rating stronger.Tool is installed simple, does not have building waste after tearing open, and reusable saving cost, also can do outdoor advertising.
Description of drawings; The utility model is described in further detail below in conjunction with drawings and Examples,
Fig. 1 is the structure chart of the light-duty secure buildings of the utility model building site enclosure wall.
Fig. 2 is the plastic cistern base vertical view.
Fig. 3 is a plastic cistern base front view.
Fig. 4 is to go up the lining front view.
Fig. 5 is to go up the lining vertical view.
Fig. 6 is following lining sectional view.
Fig. 7 is following lining vertical view.
Fig. 8 is a square tube pillar view
Fig. 9 is a recurve section bar view.
Figure 10 is a plastics fixture block view.
Figure 11 is a plastic tape cap king bolt view.
Figure 12 is the underground pipe casing view.
Figure 13 is a parallels piece view.
Figure 14 is a foam core color steel wall body structure view.
In Fig. 1 structure chart, 1. plastic cistern base, 2. square tube pillar group adds underground pipe casing, 3. foam core color steel body of wall.
In Fig. 2 plastic cistern base vertical view, 4. elongated slot, 5. embedding ironware semicircle hole, 6. nut inserts, intake on 7. screw, 8. circular hole, 9. keyway, 10. step.
In Fig. 3 plastic cistern base front view, 11. lacing holes, 12. holes, 13. female dovetails, 14. male dovetails, 15. times water outlet screws.
On Fig. 4 in the lining front view, 16. flanges, 17. through holes.
On Fig. 5 in the lining vertical view, 18. keyways, 19. 2 gap slots, 20. square holes.
Under Fig. 6 in the lining sectional view, 21. flanges, 22. slopes.
Under Fig. 7 in the lining vertical view, 23. square holes, 24. keyways.
In Fig. 8 square tube pillar view, 25. square tube pillars, 26. front aprons, 27. inner nuts, 28. iron cores, 29. screw holes, 30. foots pad.
In Fig. 9 recurve section bar view, 31. recurve section bars, more than 32. hole, 33. wear bolt hole.
In Figure 10 plastics fixture block view, 34. plastics fixture blocks.
In Figure 11 plastic tape cap king bolt view, 35. plastic tape cap king bolts.
In Figure 12 underground pipe casing view, 36. underground pipe casings, 37. cones, 38. liang of iron hoops.
In Figure 13 parallels piece view, 39, parallels.
In Figure 14 wall body structure view, 40. foam core color steels, 41. iron clad skins, 42. wear bolt two holes.
The specific embodiment;
In Fig. 1, add underground pipe casing (2) and body of wall (3) three part tools assemble, be placed on one by one around the smooth ground, building site by plastic cistern base (1) and square tube pillar group.
At plastic cistern base shown in Fig. 2 Fig. 3 (1) is to make the wide seat of trapezoidal cuboid water tank with rotational molding technique, there is bar elongated slot (4) can insert body of wall (3) on its face, there are three embedding ironware semicircle holes (5) elongated slot (4) inboard, the centre has can wear bolt hole (12), be embedded with three nut inserts (6) in elongated slot (4) outside and can revolve bolt body of wall (3) and square tube pillar group (2), base (1) has male and female dovetail (13) (14) end to end respectively, it is interlockable that a plurality of bases (1) are inserted connection end to end mutually, Inlet and outlet water screw (7) (15) is arranged up and down, waist has two lacing holes (11) rear waist that prevents to pour water to bloat, there are a circular hole (8), circular hole (8) bead respectively to have a keyway (9) and step (10) to play the role of positioning up and down in the middle of the base (1).
Lining has keyway (18) and flange (16) it is bonded at base (1) circular hole (8) upper end on shown in Fig. 4 Fig. 5, keyway (18) is aimed at the last keyway (9) of base (1) circular hole (8) with flange (16) and step (10) is had good positioning, there is a through hole (17) can pass bolt before and after it, the centre has a square hole (20) can insert square tube pillar group (2), and two sides have two gap slots (19) can insert left and right sides body of wall (3).
Shown in Fig. 6 Fig. 7 down lining keyway (24) and flange (21) are also arranged it are bonded at base (1) circular hole (8) lower end and have good positioning, the centre has a square hole (23) can insert square tube pillar group (2), and it is easier to be that slope (22) makes when inserting top tubing string group (2) above.
Adopt square tube to do pillar at enclosure wall shown in Fig. 8, weld a block length iron front apron (26) at square tube pillar (25) front upper part, a weldering inner nut (27) in the top, middle part parallels core (28) also has a screw hole (29), and, there is foot pad (30) at the end.
At the section bar of recurve shown in Fig. 9, post recurve section bar (31) behind at square tube pillar (25), there are a plurality of holes (32) and the place ahead tubing string (25) to rivet on the face, there is one to wear bolt hole (33) down, can be fixing with square tube pillar (25).
In square tube pillar (25) upper end one plastics fixture block (34) is being arranged shown in Figure 10 Figure 11, before also having plastic tape cap king bolt (35) to block on the top, the front-back of recurve section bar (26) (31), be connected with square tube pillar (27) top inner nut (27), plastics fixture block (34) is pushed down, and two sides, body of wall (3) upper end just are stuck.
At underground pipe casing shown in Figure 12 Figure 13, under the circular hole (8) of 5-6 base (1) distance, imbedding a underground pipe casing (36) that suppose 0.55 meter of the big length of tubing string (25) bore, its lower end is cone (37) and is driven underground easily, bead welds to lift by crane when two iron hoops (38) are removed and uses, the upper end has a parallels (39) to beat, former square tube pillar (25) length also extends 0.5 meter and inserts in the underground pipe casing (36), more strengthens the wind loading rating of enclosure wall.
Adopt light gauge foam sandwich color steel plate (40) at the body of wall of enclosure wall shown in Figure 14, iron clad skin (41) around it, the lower end has two to wear bolt hole (42), make body of wall (3) module of standard, when building body of wall (3) is inserted in base (1) elongated slot (4), be fixed by bolts to after the clamping on the plastic cistern base (1), can repeatedly use not fragile, running into different terrain when building enclosure wall can be with 90 degree, 120 degree, 150 degree angle bases and relevant other part cooperation, base connects mixes the gate after pouring water and door pillar just can be formed temporary building building site enclosure wall, it is light that the Anti-Typhoon and heavy rain of energy, mounting or dismounting are simply torn the back transportation open, is the environmental protection and energy saving products.
Claims (4)
1. light-duty secure buildings building site enclosure wall, by the plastic cistern base, square tube pillar group add underground pipe casing and all around the foam core color steel body of wall three part tools of iron clad skin assemble, it is characterized in that: base has the interlocking of male and female dovetail energy end to end, the square tube pillar of weldering front baffle board inserts the base circular hole and locatees in the lining square hole up and down, body of wall inserts in the base elongated slot, being fixed on the square tube pillar with the recurve section bar fixes behind and with base, the body of wall lower end is inserted in the elongated slot and is fixed with bolt and base, both sides are by front and back section bar clamping, upper end plastic tape cap king bolt is pushed down the plastics fixture block and is blocked body of wall, imbeds a underground pipe casing under 5-6 base distance.
2. according to the described light-duty secure buildings of claim 1 building site enclosure wall, it is characterized in that: make the wide seat of trapezoidal cuboid water tank with rotational moulding and do base, one elongated slot is arranged on the face, there are embedding ironware semicircle hole and hole in the groove inboard, the groove outside is embedded with the nut inserts, the male and female dovetail is arranged up and down end to end, the Inlet and outlet water screw is arranged up and down, waist has two lacing holes, there is a circular hole centre, circular hole up and down bead respectively has a step and keyway, in be stained with down lining, last lining has keyway and flange, there is a square hole centre, there are two gap slots two sides, and there is a through hole front and back, and following lining also has a square hole in the middle of keyway and flange are arranged, be the slope above, run into different terrain and also have 90 degree, 120 degree, 150 degree angle base adapteds.
3. light-duty secure buildings according to claim 1 building site enclosure wall, it is characterized in that: iron front baffle board of square tube pillar front upper part weldering, inner nut of weldering in the top, middle part parallels core has screw hole,, there is foot pad at the end, the square tube pillar inserts the base circular hole and uses hexagonal pointless screw and base location in the weak point in the lining square hole up and down, card has the recurve section bar behind, the tubing string riveted joint of a plurality of Kong Keyu the place ahead is arranged on the face, down hole and the square tube pillar middle part parallels core screw hole that passes base embedding ironware hole and recurve section bar with screw is fixed on square tube pillar group in the base, square tube pillar group upper end card has the plastics fixture block, having plastic tape cap king bolt to pass fixture block on the top is connected with the top inner nut, under 5-6 base distance, imbed an analogy tubing string rim of the mouth and directly greatly enhance 0.55 meter setting of casing, the lower end is cone, bead welds two iron hoops, and the upper end has parallels to beat, in the square tube pillar of lengthening is inserted.
4. light-duty secure buildings according to claim 1 building site enclosure wall, it is characterized in that: adopt light gauge foam sandwich color steel plate to do body of wall, iron clad skin all around, there are two holes the lower end, does rectangularity standard wall body module, and the body of wall lower end is inserted in the base elongated slot, be clamped in the base with bolt, both sides are by preceding, and the recurve section bar grips, and the upper end has plastic tape cap king bolt to push down the plastics fixture block to block body of wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2008201522507U CN201486215U (en) | 2008-08-22 | 2008-08-22 | Light and safe fencing wall for construction site |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2008201522507U CN201486215U (en) | 2008-08-22 | 2008-08-22 | Light and safe fencing wall for construction site |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201486215U true CN201486215U (en) | 2010-05-26 |
Family
ID=42425100
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2008201522507U Expired - Fee Related CN201486215U (en) | 2008-08-22 | 2008-08-22 | Light and safe fencing wall for construction site |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201486215U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102767236A (en) * | 2012-07-30 | 2012-11-07 | 中山市先行展示制品有限公司 | Detachable mobile showing shed |
| CN103147514A (en) * | 2013-03-14 | 2013-06-12 | 哈尔滨工程大学 | Insert panel connecting system based on sandwich structure |
| CN104948004A (en) * | 2015-04-29 | 2015-09-30 | 西安科技大学 | Revolving wall for on-site safety management |
| CN106437290A (en) * | 2016-11-10 | 2017-02-22 | 中国三冶集团有限公司 | Splicing type enclosing wall, fence structure and construction method thereof |
| CN109736226A (en) * | 2019-01-19 | 2019-05-10 | 王敬富 | Highway temporary-warning column arranging machine |
| CN110409913A (en) * | 2019-06-20 | 2019-11-05 | 锦萧建筑科技有限公司 | Building site hoarding |
-
2008
- 2008-08-22 CN CN2008201522507U patent/CN201486215U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102767236A (en) * | 2012-07-30 | 2012-11-07 | 中山市先行展示制品有限公司 | Detachable mobile showing shed |
| CN102767236B (en) * | 2012-07-30 | 2014-06-25 | 中山市先行展示制品有限公司 | Detachable mobile showing shed |
| CN103147514A (en) * | 2013-03-14 | 2013-06-12 | 哈尔滨工程大学 | Insert panel connecting system based on sandwich structure |
| CN103147514B (en) * | 2013-03-14 | 2015-06-17 | 哈尔滨工程大学 | Insert panel connecting system based on sandwich structure |
| CN104948004A (en) * | 2015-04-29 | 2015-09-30 | 西安科技大学 | Revolving wall for on-site safety management |
| CN106437290A (en) * | 2016-11-10 | 2017-02-22 | 中国三冶集团有限公司 | Splicing type enclosing wall, fence structure and construction method thereof |
| CN109736226A (en) * | 2019-01-19 | 2019-05-10 | 王敬富 | Highway temporary-warning column arranging machine |
| CN109736226B (en) * | 2019-01-19 | 2020-10-30 | 王敬富 | Temporary warning post cloth arranging machine for highway |
| CN110409913A (en) * | 2019-06-20 | 2019-11-05 | 锦萧建筑科技有限公司 | Building site hoarding |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100526 Termination date: 20110822 |