CN205875677U - Outer scaffold frame of reinforcement type is rock spare even - Google Patents
Outer scaffold frame of reinforcement type is rock spare even Download PDFInfo
- Publication number
- CN205875677U CN205875677U CN201620514312.9U CN201620514312U CN205875677U CN 205875677 U CN205875677 U CN 205875677U CN 201620514312 U CN201620514312 U CN 201620514312U CN 205875677 U CN205875677 U CN 205875677U
- Authority
- CN
- China
- Prior art keywords
- anchor pole
- crag
- buckle
- external scaffolding
- scaffold frame
- 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.)
- Expired - Fee Related
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- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses an outer scaffold frame of reinforcement type is rock spare even. The utility model discloses a steel pipe is connected in the inside a plurality of stocks of rock -wall, every one stock welding to the anchor, and the connection steel pipe passes through double buckles spare to be connected with outer scaffold frame, and bolt tightening is used to double buckles spare, it still includes anchor in the inside a plurality of buckle stocks of rock -wall, and every root zone hook stock passes through steel wire and is connected with outer scaffold frame. The utility model discloses can improve the security performance of the outer scaffold frame the stress system of rock -wall to simple structure, construction convenience, outer scaffold frame with the stock, the buckle stock is dual is connected, has reduced the potential safety hazard that outer scaffold frame lateral displacement brought.
Description
Technical field
This utility model belongs to the company's rock part used in construction, is specifically related in a kind of construction, external scaffolding
It is connected fixing reinforcement type external scaffolding with crag and connects rock part.
Background technology
Along with the fast development of building industry, and in the case of land resource is limited, mining waste land is built as engineering
If land used uses, on the one hand can increase construction land and supply the situation alleviating construction land anxiety, the most also be to develop to give up
A kind of approach on spoir ground.At present, in scaffold fastenings is constructed, scaffold all will be embedded in body of wall by fastener
Fastener for connection, this method connects crag if used in external scaffolding and is primarily present problems with: one, steel pipe can not pre-plugged
Inside crag；Two, crag interior construction complexity implanted by steel pipe, and difficulty is big；Three, steel pipe is implanted and is not guaranteed steel pipe energy inside crag
Bear the pulling capacity of external scaffolding.
Summary of the invention
The purpose of this utility model is to provide a kind of safety that can improve crag external scaffolding entirety stress system
Can, and the reinforcement type external scaffolding of simple in construction, easy construction connects rock part.
The purpose of this utility model realizes by the following technical solutions: this reinforcement type external scaffolding connects rock part,
It includes the some anchor poles being anchored within crag, an every anchor pole piece joint steel pipe of welding, joint steel pipe by double fasteners with
External scaffolding connects, and double fastener bolts are tightened；It also includes the some buckle anchor poles being anchored within crag, every band grappling iron
Bar is connected with external scaffolding by steel wire cable.
Concrete, described anchor pole is 2.5m length, the screw-thread steel of Φ 25mm；It is pre-drilled that anchor pole implantation end puts into crag
, downward-sloping with the horizontal 15 ° of angles, deep 1.5m hole in, by filling cement grout in hole, anchor pole is implanted end
With crag compact siro spinning technology；Weld with joint steel pipe above anchor pole external part, a length of 25cm of pad.
Concrete, described buckle anchor pole is the screw-thread steel of Φ 25mm；It is pre-drilled that buckle anchor pole implantation end puts into crag
, downward-sloping with the horizontal 15 ° of angles, deep 1.5m hole in, by filling cement grout in hole, buckle anchor pole is planted
Enter end and crag compact siro spinning technology；Buckle anchor pole external part is form of hooks upwards, by the steel wire cable that is connected in hook and
It is placed on the annulus on the vertical steel pipe of external scaffolding, buckle anchor pole is connected with external scaffolding.
Concrete, described steel wire cable is the steel wire rope of Φ 10mm.
External scaffolding of the present utility model connects rock part simple in construction, reduces cost, it is simple to installs, ensure that anchor cable simultaneously
The stability of external scaffolding in work progress.Anchor pole, buckle anchor pole implant rock stratum slip casting again can reinforce crag, prevents crag surface
Crush and drop.External scaffolding and anchor pole, buckle anchor pole is dual is connected, and decreases the safety that external scaffolding lateral displacement brings hidden
Suffer from.Anchor pole is connected one overall stress framework of formation with support body, improves bearing capacity, enhances crag external scaffolding entirety stress
The security performance of system.
Accompanying drawing explanation
Fig. 1 is the side structure schematic diagram of this utility model embodiment.
Detailed description of the invention
With embodiment, this utility model is described in further detail below in conjunction with the accompanying drawings.
Seeing Fig. 1, the present embodiment includes the some anchor poles 1 (only drawing an anchor pole in figure) being anchored within crag 9, often
Root anchor pole 1 welds a joint steel pipe 6, and joint steel pipe 6 is connected with external scaffolding 8 by double fasteners 7, and double fasteners 7 bolt is twisted
Tightly, limit external scaffolding lateral displacement, reach the purpose preventing external scaffolding from toppling over.It can be seen from figure 1 that anchor pole 1 is
2.5m length, the screw-thread steel of Φ 25mm；Anchor pole implant end 3 put into crag 9 pre-drilled, downward-sloping with the horizontal 15 °
Angle, deep 1.5m hole in, by filling cement grout 4 in hole, anchor pole is implanted end 3 and crag 9 compact siro spinning technology.Anchor pole is stretched
Go out and weld with joint steel pipe 6 above end 2, a length of 25cm of pad 5.
Being also shown in from Fig. 1, the present embodiment also includes the some buckle anchor poles 10 being anchored within crag 9, every buckle
Anchor pole 10 is connected with external scaffolding 8 by steel wire cable 14；Steel wire cable 14 is the steel wire rope of Φ 10mm.Buckle anchor pole 10 is Φ
The screw-thread steel of 25mm；Buckle anchor pole implant end 11 put into crag 9 pre-drilled, downward-sloping with the horizontal 15 ° of angles,
In the hole of deep 1.5m, by filling cement grout 12 in hole, buckle anchor pole is implanted end 11 and crag 9 compact siro spinning technology；Band grappling iron
Bar external part 13 is form of hooks upwards, by the steel wire cable 14 being connected in hook and the vertical steel being placed on external scaffolding 8
Annulus 15 on pipe, is connected buckle anchor pole 10 with external scaffolding 8.This structure can make the steady of external scaffolding in work progress
Qualitative, safety is further enhanced, and is the further deposit that is connected with external scaffolding 8 of above-mentioned anchor pole 1, makes external scaffolding 8
Duplicate protection has been obtained with the stable connection of crag 9.
Claims (2)
1. a reinforcement type external scaffolding connects rock part, it is characterised in that: it includes the some anchor poles being anchored within crag, every
An anchor pole piece joint steel pipe of welding, joint steel pipe is connected with external scaffolding by double fasteners, and double fastener bolts are tightened；It also wraps
Including the some buckle anchor poles being anchored within crag, every buckle anchor pole is connected with external scaffolding by steel wire cable；
Described anchor pole is 2.5m length, the screw-thread steel of Φ 25mm；Anchor pole implant end put into crag pre-drilled, downward-sloping with
Horizontal plane becomes in the hole of 15 ° of angles, deep 1.5m, anchor pole is implanted end closely connects with crag by filling cement grout in hole
Connect；Weld with joint steel pipe above anchor pole external part, a length of 25cm of pad；
Described buckle anchor pole is the screw-thread steel of Φ 25mm；Buckle anchor pole implant end put into crag pre-drilled, downward-sloping
With the horizontal 15 ° of angles, deep 1.5m hole in, by fill in hole cement grout by buckle anchor pole implant end tight with crag
Close connection；Buckle anchor pole external part is form of hooks upwards, by the steel wire cable that is connected in hook be placed on external scaffolding
Vertically the annulus on steel pipe, is connected buckle anchor pole with external scaffolding.
The most according to claim 1, reinforcement type external scaffolding connects rock part, it is characterised in that: described steel wire cable is Φ 10mm's
Steel wire rope.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620514312.9U CN205875677U (en) | 2016-05-31 | 2016-05-31 | Outer scaffold frame of reinforcement type is rock spare even |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620514312.9U CN205875677U (en) | 2016-05-31 | 2016-05-31 | Outer scaffold frame of reinforcement type is rock spare even |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205875677U true CN205875677U (en) | 2017-01-11 |
Family
ID=57690057
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620514312.9U Expired - Fee Related CN205875677U (en) | 2016-05-31 | 2016-05-31 | Outer scaffold frame of reinforcement type is rock spare even |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205875677U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110318804A (en) * | 2018-03-28 | 2019-10-11 | 中国有色集团抚顺红透山矿业有限公司 | Underground mining field hoisting structure and installation method |
-
2016
- 2016-05-31 CN CN201620514312.9U patent/CN205875677U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110318804A (en) * | 2018-03-28 | 2019-10-11 | 中国有色集团抚顺红透山矿业有限公司 | Underground mining field hoisting structure and installation method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20170111 |