CN206815805U - Direct burial rigid connecting tube - Google Patents
Direct burial rigid connecting tube Download PDFInfo
- Publication number
- CN206815805U CN206815805U CN201720659577.2U CN201720659577U CN206815805U CN 206815805 U CN206815805 U CN 206815805U CN 201720659577 U CN201720659577 U CN 201720659577U CN 206815805 U CN206815805 U CN 206815805U
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- wall
- connecting piece
- bar
- vertical rod
- connecting tube
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Abstract
A kind of direct burial rigid connecting tube is the utility model is related to, suitable for exterior window, exterior wall more high level and high-rise building.It includes vertical rod, vertical equity bar, transverse horizontal bar；90 degree are connected between the vertical rod, vertical equity bar, transverse horizontal bar three；One end of wall-connecting piece is connected by double fasteners with vertical rod, and the other end of wall-connecting piece, which is stretched into beam, to be fixed.The utility model thoroughly eliminates the exterior wall leakage hidden danger that traditional wall-connecting piece is brought.Because this wall-connecting piece is to be embedded in concrete side bar side, exterior wall and window are not influenceed, seepage point will not be produced.
Description
Technical field
A kind of direct burial rigid connecting tube is the utility model is related to, suitable for exterior window, exterior wall more high level and Super High
Building.
Background technology
In architectural engineering, outer scaffold wall connector is as external scaffolding support body and constructure body structure to be connected
Connect, pulling force and the component of pressure can be transmitted.The rigidity formed using the push-and-pull rods such as steel pipe, fastener or built-in fitting or component is connected
The attached wall connection that wall part is realized.Resistance to overturning for strengthening high-rise and Super High external scaffolding, improves its bearing capacity, and
The major accident tool such as topple over or cave in is avoided the occurrence of to play a very important role.Traditional wall-connecting piece is embedded on side bar frequently with steel pipe
Mouthful, its burial place often conflicts with exterior wall, exterior window, influences the construction speed of the processes such as later stage building wall, window installation
And quality, the hole that the later stage blocks also easily produce seepage point.And in traditional wall-connecting piece work progress easily by artificial destruction, tear open
Unload；Using traditional wall-connecting piece because the harmony of floor height and external scaffolding step pitch is because of Lou Eryi, wall-connecting piece deviate host node away from
From can not be completely secured meet code requirement " connection dot center to host node with a distance from≤300mm ".
The content of the invention
The purpose of this utility model is to provide a kind of direct burial rigid connecting tube, eliminates the exterior wall that traditional wall-connecting piece is brought
Hidden leakage defect.
The utility model to achieve these goals, adopts the following technical scheme that：
A kind of direct burial rigid connecting tube, it includes vertical rod, vertical equity bar, transverse horizontal bar；
90 degree are connected between the vertical rod, vertical equity bar, transverse horizontal bar three；
One end of wall-connecting piece is connected by double fasteners with vertical rod, and the other end of wall-connecting piece, which is stretched into structure side bar, to be fixed.
Further, there is circular hole in the end that wall-connecting piece is stretched into structure side bar, additional anchor muscle is through circular hole and consolidates
Fixed, the termination of additional anchor muscle free end is hook structure, and hook structure catches on structure side bar reinforcing bar.
Further, double fasteners are right-angle coupler.
Further, the position of wall-connecting piece being set and staggered a steel pipe opening position with vertical rod, side form template is cut,
Cut opening position and open up circular reserved opening, circular reserved opening diameter is bigger than diameter of steel tube；
Circular reserved opening is adjusted up and down along vertical rod position, it is ensured that meets that wall-connecting piece steel pipe is not more than apart from host node
30cm。
Further, two pieces of templates that side form template is cut are reinforced with the lumps of wood.
Further, the termination of wall-connecting piece steel pipe is clogging.
The beneficial effects of the utility model：
1st, wall-connecting piece does not conflict with outer-wall building, exterior window installation.Do not influenceed after wall-connecting piece installation later stage building wall,
The construction speed and quality of the processes such as window installation.
2nd, it is not easy by artificial damage or dismounting, and will not loosens after wall-connecting piece installation.
3rd, the position of wall-connecting piece tie wall rod member can be adjusted, it is ensured that meet code requirement wall-connecting piece deviate host node≤
300mm。
4th, wall-connecting piece easy construction, disposably in place, not only labour cost can be saved with accelerating construction progress；And this connects
Wall part construction method can be with cost-effective, and the steel pipe reduced in Transducers Embedded in Concrete wastes；Outer walling, outer can additionally be reduced
Wall-connecting piece and the secondary expense for changing outrigger are torn down and reconstructed in window installation process and blocks outer wall opening expense.
5th, the exterior wall leakage hidden danger that traditional wall-connecting piece is brought thoroughly is eliminated.Because this wall-connecting piece is to be embedded in concrete side bar
Side, exterior wall and window are not influenceed, seepage point will not be produced.
Brief description of the drawings
Fig. 1 is direct burial rigid connecting tube plan of the present utility model；
Fig. 2 is direct burial rigid connecting tube profile of the present utility model；
Fig. 3 is the perforate schematic diagram of connector of the present utility model；
Fig. 4 is additional anchor muscle schematic diagram of the present utility model；
Fig. 5 is template hole to be provided elevation of the present utility model；
Fig. 6 is template hole to be provided profile of the present utility model.
Embodiment
The utility model is described in detail below in conjunction with the accompanying drawings：
A kind of direct burial rigid connecting tube, it includes vertical rod 1, vertical equity bar 2, transverse horizontal bar 3；
90 degree are connected between the vertical rod 1, vertical equity bar 2, the three of transverse horizontal bar 3；
One end of wall-connecting piece 4 is connected by double fasteners 5 with vertical rod 1, and the other end of wall-connecting piece 4 is stretched into structure side bar 6 admittedly
It is fixed.
There is circular hole 9 in the end that wall-connecting piece 4 is stretched into structure side bar 6, additional anchor muscle 7 passes through circular hole and fixation, attached
The termination for adding the free end of anchor rib 7 is hook structure, and hook structure catches on structure side bar reinforcing bar 8.
Double fasteners 5 are right-angle coupler.
The position of wall-connecting piece 4 is being set and staggered a steel pipe opening position with vertical rod 1, the template of side form 11 cuts, cut
Opening position opens up circular reserved opening 12, and the circular diameter of reserved opening 12 is bigger than diameter of steel tube；
Circular reserved opening 12 is adjusted up and down along the position of vertical rod 1, it is ensured that meets that the steel pipe of wall-connecting piece 4 is little apart from host node
In 30cm.
Two blocks of template lumps of wood 13 that the template of side form 11 is cut are reinforced.
The termination of the steel pipe of wall-connecting piece 4 is clogging.
Operating process
Determine that position → wall-connecting piece making → side beam steel bar colligation of wall-connecting piece finishes, model sheetinstallat is completed, template
Reserved wall-connecting piece drawknot circular hole → positioning, installation wall-connecting piece → pours side bar concrete, dismounting side bar template → fall frame, the company of excision
Wall part, repairing wall-connecting piece hole.
Implementation
（One）, wall-connecting piece position determination
The arrangement of wall-connecting piece is rationally carried out according to structure, architectural drawing and external scaffolding arrangement and method for construction.
Equipping rules：
1）, wall-connecting piece do not influence the construction of exterior wall, exterior window；
2）, wall-connecting piece according to arrangement and method for construction using two steps two across arrangement principle, and open cloth, rhombus cloth in each fault
Put；
3）, ensure connect dot center to host node distance≤300mm；
4）, according to this equipping rules, with reference to drawing, draw the wall-connecting piece floor plan and facade layout drawing in every building.
（Two）, wall-connecting piece making
According to the length and quantity of required wall-connecting piece, the making of wall-connecting piece is carried out.
1）, steel pipe：Φ 48.3*3.6mm steel pipes, length 50cm（15cm in beam is stretched into, vertical rod is outside side bar in outrigger
Side 25cm, reserve vertical rod in the stretching of 10cm joints）, about Φ 14mm circular holes are burnt at steel tube head 8cm.
2）, additional anchor muscle：Anchor rib uses HRB335 level reinforcing bars, a diameter of Φ 12, length 26cm, and termination is set
135 ° of hooks, segment length that crotch is straight are 6cm.
3）, fastener：Even wall steel pipe is connected with outrigger vertical rod with two right-angle couplers, and one is played stress, and one is played guarantor
Danger effect.
（Three）, side beam steel bar colligation finish, model sheetinstallat is completed, and template reserves wall-connecting piece drawknot circular hole.
The position of wall-connecting piece is being set（Stagger a steel pipe position with vertical rod）By side form template, play is opened with a chainsaw, with convenient
Later form removal.And circular hole is opened up in position, hole diameter is more bigger 5mm than diameter of steel tube.Circle is reserved
Hole can be adjusted up and down along vertical rod position, it is ensured that meet that wall-connecting piece steel pipe is not more than 30cm requirement apart from host node.Then
Two pieces of templates that play is opened are reinforced with the lumps of wood.
（Four）, positioning, installation wall-connecting piece
By in the reserved circular hole of the wall-connecting piece steel pipe to have completed insertion side form template, beam is stretched at band hole burning end
Inside about 15cm, the reinforcing bar made is inserted in steel pipe circular hole, hook is caught on into structure side bar reinforcing bar.Pay attention to installation process
In ensure even wall steel pipe be not more than 30cm apart from host node.Steel tube head is blocked with waste paper, prevents concrete grout from flowing into steel pipe.
（Five）, pour side bar concrete, remove side bar side form
Casting concrete, and with vibrating head vibration compacting.After concrete reaches some strength, it is ensured that concrete during form removal
Corner angle are not damaged, start form removal side bar side form, first remove the lumps of wood on side form, then remove the two pieces of templates opened by play.
（Six）, when falling frame, cut off wall-connecting piece steel pipe with cutting machine, hole repaired using conventional cement mortar.
When removing external scaffolding, wall-connecting piece is progressively removed with the dismounting of outrigger, is exposed with the excision of hand electric cutting machine
Wall-connecting piece steel pipe on the outside of side bar, cuts flat with side bar, then fills up steel pipe hole with conventional cement mortar.
Claims (6)
- A kind of 1. direct burial rigid connecting tube, it is characterised in that：It includes vertical rod（1）, vertical equity bar（2）, transverse horizontal bar （3）；The vertical rod（1）, vertical equity bar（2）, transverse horizontal bar（3）90 degree are connected between three；Wall-connecting piece（4）One end pass through double fasteners（5）With vertical rod（1）Connection, wall-connecting piece（4）The other end stretch into structure side bar （6）Interior fixation.
- 2. direct burial rigid connecting tube according to claim 1, it is characterised in that：In wall-connecting piece（4）Stretch into structure side bar （6）There is circular hole interior end（9）, additional anchor muscle（7）Through circular hole and fixation, additional anchor muscle（7）The termination of free end For hook structure, hook structure catches on structure side bar reinforcing bar（8）.
- 3. direct burial rigid connecting tube according to claim 1, it is characterised in that：Double fasteners（5）For right-angle coupler.
- 4. direct burial rigid connecting tube according to claim 1, it is characterised in that：Wall-connecting piece is being set（4）Position simultaneously With vertical rod（1）Stagger a steel pipe opening position, side form（11）Template is cut, and circular reserved opening is opened up cutting opening position （12）, circular reserved opening（12）Diameter is bigger than diameter of steel tube；Circular reserved opening（12）Along vertical rod（1）Position is adjusted up and down, it is ensured that meets wall-connecting piece（4）Steel pipe apart from host node not More than 30cm.
- 5. direct burial rigid connecting tube according to claim 4, it is characterised in that：Side form（11）Two pieces of moulds that template is cut The plate lumps of wood（13）Reinforce.
- 6. direct burial rigid connecting tube according to claim 1, it is characterised in that：Wall-connecting piece（4）The termination of steel pipe blocks Firmly.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720659577.2U CN206815805U (en) | 2017-06-08 | 2017-06-08 | Direct burial rigid connecting tube |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720659577.2U CN206815805U (en) | 2017-06-08 | 2017-06-08 | Direct burial rigid connecting tube |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206815805U true CN206815805U (en) | 2017-12-29 |
Family
ID=60759238
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720659577.2U Active CN206815805U (en) | 2017-06-08 | 2017-06-08 | Direct burial rigid connecting tube |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206815805U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115126211A (en) * | 2022-06-23 | 2022-09-30 | 恩施清江大龙潭水电开发有限公司 | Scaffold erecting method |
-
2017
- 2017-06-08 CN CN201720659577.2U patent/CN206815805U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115126211A (en) * | 2022-06-23 | 2022-09-30 | 恩施清江大龙潭水电开发有限公司 | Scaffold erecting method |
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