CN205476390U - Steel sheet net bolted connection assembled scaffold - Google Patents
Steel sheet net bolted connection assembled scaffold Download PDFInfo
- Publication number
- CN205476390U CN205476390U CN201620008437.4U CN201620008437U CN205476390U CN 205476390 U CN205476390 U CN 205476390U CN 201620008437 U CN201620008437 U CN 201620008437U CN 205476390 U CN205476390 U CN 205476390U
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- Prior art keywords
- bolt
- nut
- linked
- expanded metal
- cross bar
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Abstract
The utility model provides a simple structure, the good steel sheet net bolted connection assembled scaffold of stability, including a plurality of eight to the connecting piece, with eight to continuous a plurality of pole settings, leger, down tube and the little horizontal pole of connecting piece, eight include two square boards to the connecting piece, be equipped with six nuts between two square boards respectively, two nuts stacks together, the side's of being located board center, four other vertical placing of nut, the centre on four limits of the side's of being located board, the center is equipped with first through -hole on the square board, first through -hole and two stack nut and link up together, four minutes of square board do not are equipped with the second through -hole, the both ends of pole setting, leger and little horizontal pole are equipped with pivoted axial bolt relatively respectively, axial bolt and nut and threaded connection, pole setting and leger are connected with the nut on square board four limits respectively, little horizontal pole is connected with the nut at square board center, it is fixed with the second through -hole of square board that the down tube passes through the bolt.
Description
Technical field
This utility model relates to a kind of building structure, and especially a kind of expanded metal lath bolt is linked and packed
Formula scaffold.
Background technology
The existing expanded metal lath bolt formula scaffold that is linked and packed is complicated, adds the construction period, and
And poor stability.
Utility model content
This utility model provides a kind of simple in construction, the expanded metal lath bolt of good stability connects dress
Join formula scaffold.
Realize the expanded metal lath bolt of this utility model purpose to be linked and packed formula scaffold, including multiple
Eight to connector, the multiple vertical rods being connected to connector with described eight, leger, brace and little
Cross bar；Described eight include two square plates to connector, are respectively equipped with six between said two side's plate
Individual nut, two nuts are stacked together, and are positioned at Fang Ban center；Four additional nut is vertically put
Put, the centre of the side's of being positioned at plate four edges；Described Fang Banshang center is provided with the first through hole, and described
One through hole and two nuts being stacked together are through；Four angles of described side's plate are respectively equipped with
Two through holes；Described vertical rod, leger and little cross bar be respectively arranged at two ends with relatively turnable axle
To bolt, described axial bolts is connected with nut thread, described vertical rod and leger respectively with side
The nut of plate four edges connects, and described little cross bar is connected with the nut at Fang Ban center, described brace
Fixed by the second through hole of bolt with side's plate.
Described axial bolts includes screw rod, and vertical rod, leger or little horizontal stroke are inserted in described screw rod one end
In the body of rod of bar, and fixed by jam, described screw rod is further fixed on turret head, described six
Angle head is positioned at outside the body of rod, and screw rod can be driven to rotate.
Described expanded metal lath bolt is linked and packed formula scaffold, also includes turning cross bar, described in turn
Angle cross bar be respectively arranged at two ends with the relatively turnable bolt that turns to, described turning cross bar and side's plate
The nut of four edges connects.
Described expanded metal lath bolt is linked and packed formula scaffold, also includes that two are fixed on outrigger
Angle steel, the bottom of described scaffold is fixed by screws on angle steel, above described outrigger
The outside embedded U-shaped steel of one floor, the upper surface of two other floor above described outrigger
It is embedded with steel pipe；Described outrigger is provided with an oblique rollering steel cord, the freedom of described oblique rollering steel cord
End is fixed on embedded U-shaped steel；Described scaffold is provided with two connector of steel tube, described steel
Pipe connections is connected with embedded steel tube.
The outer surface of described scaffold is fixed with multiple steel plate mesh sheet.
Expanded metal lath bolt of the present utility model is linked and packed the having the beneficial effect that of formula scaffold:
Expanded metal lath bolt of the present utility model is linked and packed formula scaffold, simple in construction, construction party
Just, the reduction of erection time, substantially increase stability.
Expanded metal lath bolt of the present utility model is linked and packed formula scaffold, cross section reasonable stress, by force
Degree height, good rigidity；From heavy and light, load and unload light；Non-skid property is good, connects reliable；Operation saves
Power, light and handy.
Accompanying drawing explanation
Fig. 1 be expanded metal lath bolt of the present utility model be linked and packed formula scaffold blast signal
Figure.
Fig. 2 be expanded metal lath bolt of the present utility model be linked and packed formula scaffold eight to connection
The structural representation of part.
Fig. 3 is the right view of Fig. 2.
Fig. 4 is that expanded metal lath bolt of the present utility model is linked and packed the little cross bar of formula scaffold
Structural representation.
Fig. 5 is that expanded metal lath bolt of the present utility model is linked and packed the structural representation of formula scaffold
Figure.
Fig. 6 is that expanded metal lath bolt of the present utility model is linked and packed another structure of formula scaffold
Schematic diagram.
Fig. 7 be expanded metal lath bolt of the present utility model be linked and packed formula scaffold installation signal
Figure.
Fig. 8 is the local A enlarged diagram of Fig. 7.
Fig. 9 is the local B enlarged diagram of Fig. 7.
Detailed description of the invention
As shown in Fig. 1～5, expanded metal lath bolt of the present utility model is linked and packed formula scaffold, bag
Include multiple eight to connector 10, the multiple vertical rods 12 being connected to connector 10 with described eight, big
Cross bar 11, brace 14 and little cross bar 13；Described eight include two square plates 16 to connector 10,
Being respectively equipped with six nuts 17 between said two side's plate 16, two nuts 17 overlay one
Rise, be positioned at Fang Ban 16 center；Four additional nut 17 is vertically placed, the side's of being positioned at plate 16 4
The centre on bar limit；Described side Ban16Shang center is provided with the first through hole 18, described first through hole 18
Through with two nuts being stacked together 17；Four angles of described side's plate 16 are respectively equipped with
Two through holes 19；Described vertical rod 12, leger 11 and being respectively arranged at two ends with of little cross bar 13 can
Axial bolts 30 in relative rotation, described axial bolts 30 threadeds with nut 17, institute
State vertical rod 12 and leger 11 nut 17 respectively with side's plate 16 four edges to be connected, described little
Cross bar 13 is connected with the nut 17 at Fang Ban 16 center, described brace 14 by bolt 15 with
Second through hole 19 of side's plate 16 is fixed.
As shown in Figure 4, described axial bolts 30 includes screw rod 31, described screw rod 31 one end
Insert in the body of rod 20 of vertical rod, leger or little cross bar, and fixed by jam 33, described
Being further fixed on turret head 32 on screw rod 31, described turret head 32 is positioned at outside the body of rod 20, can carry
Dynamic screw rod 31 rotates.
As shown in Figure 6, described expanded metal lath bolt is linked and packed formula scaffold, also includes turning
Cross bar 21, being respectively arranged at two ends with of described turning cross bar 21 relatively turnable turns to bolt,
Described turning cross bar 21 is connected with the nut 17 of side's plate 16 four edges.
As shown in figs. 7-9, expanded metal lath bolt of the present utility model is linked and packed formula scaffold, also
Including two angle steel being fixed on outrigger 2, the bottom of described scaffold 4 is fixed by screw
On angle steel, the outside embedded U-shaped steel 5 of a floor 1 above described outrigger 2, described
The upper surface of two other floor 1 above outrigger 2 is embedded with steel pipe 6；On described outrigger 2
Being provided with an oblique rollering steel cord 3, the free end of described oblique rollering steel cord 3 is fixed on embedded U-shaped steel
On 5；Described scaffold 4 is provided with two connector of steel tube 7, described connector of steel tube 7 with
Embedded steel tube 6 connects.The outer surface of described scaffold 4 is fixed with multiple steel plate mesh sheet 8.
Embodiment described above is only to retouch preferred implementation of the present utility model
State, not scope of the present utility model is defined, without departing from this utility model design essence
Under god's premise, it is each that technical solutions of the utility model are made by this area ordinary skill technical staff
Plant deformation and improve, the protection domain that claims of the present utility model determine all should be fallen into
In.
Claims (5)
1. expanded metal lath bolt is linked and packed formula scaffold, it is characterised in that: include multiple eight to
Connector, the multiple vertical rods being connected to connector with described eight, leger, brace and little cross bar；
Described eight include two square plates to connector, are respectively equipped with six spiral shells between said two side's plate
Mother, two nuts are stacked together, and are positioned at Fang Ban center；Four additional nut is vertically placed,
The centre of the side's of being positioned at plate four edges；Described Fang Banshang center is provided with the first through hole, and described first leads to
Hole is through with two nuts being stacked together；Four angles of described side's plate are respectively equipped with second and lead to
Hole；Described vertical rod, leger and little cross bar be respectively arranged at two ends with relatively turnable axial spiral shell
Bolt, described axial bolts is connected with nut thread, described vertical rod and leger respectively with side plate four
The nut on bar limit connects, and described little cross bar is connected with the nut at Fang Ban center, and described brace passes through
Bolt with side plate the second through hole fix.
Expanded metal lath bolt the most according to claim 1 is linked and packed formula scaffold, and it is special
Levy and be: described axial bolts includes screw rod, described screw rod one end insert vertical rod, leger or
In the body of rod of little cross bar, and fixed by jam, described screw rod is further fixed on turret head, institute
State turret head to be positioned at outside the body of rod, screw rod can be driven to rotate.
Expanded metal lath bolt the most according to claim 1 is linked and packed formula scaffold, and it is special
Levy and be: described expanded metal lath bolt is linked and packed formula scaffold, also includes turning cross bar, institute
State the relatively turnable bolt that turns to that is respectively arranged at two ends with of turning cross bar, described turning cross bar with
The nut of side's plate four edges connects.
4. it is linked and packed formula scaffold according to the arbitrary described expanded metal lath bolt of claims 1 to 3,
It is characterized in that: described expanded metal lath bolt is linked and packed formula scaffold, also include that two are fixed
Angle steel on outrigger, the bottom of described scaffold is fixed by screws on angle steel, described in choose
The outside embedded U-shaped steel of a floor above beam, two other floor above described outrigger
Upper surface be embedded with steel pipe；Described outrigger is provided with an oblique rollering steel cord, described oblique pull steel wire
The free end of rope is fixed on embedded U-shaped steel；Described scaffold is provided with two fastener for connection
Part, described connector of steel tube is connected with embedded steel tube.
5. it is linked and packed formula scaffold according to the arbitrary described expanded metal lath bolt of claims 1 to 3,
It is characterized in that: the outer surface of described scaffold is fixed with multiple steel plate mesh sheet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620008437.4U CN205476390U (en) | 2016-01-04 | 2016-01-04 | Steel sheet net bolted connection assembled scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620008437.4U CN205476390U (en) | 2016-01-04 | 2016-01-04 | Steel sheet net bolted connection assembled scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205476390U true CN205476390U (en) | 2016-08-17 |
Family
ID=56663870
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620008437.4U Active CN205476390U (en) | 2016-01-04 | 2016-01-04 | Steel sheet net bolted connection assembled scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205476390U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112459471A (en) * | 2020-11-30 | 2021-03-09 | 中国二十二冶集团有限公司 | Beam slab support construction method |
-
2016
- 2016-01-04 CN CN201620008437.4U patent/CN205476390U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112459471A (en) * | 2020-11-30 | 2021-03-09 | 中国二十二冶集团有限公司 | Beam slab support construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 100024 Chaoyang District, Beijing five Li bridge two street 1 house 3 building 11 floor 1110 Patentee after: Polytron Technologies Inc, Beijing, Beijing Address before: 100024 Chaoyang District, Beijing five Li bridge two street 1 house 3 building 11 floor 1110 Patentee before: Beijing Wanfeng Building Technology Development Co., Ltd. |