CN209636868U - A kind of post-poured strip of outer shear wall of basement is constructed the quick mounting device of cover board in advance - Google Patents
A kind of post-poured strip of outer shear wall of basement is constructed the quick mounting device of cover board in advance Download PDFInfo
- Publication number
- CN209636868U CN209636868U CN201920175193.2U CN201920175193U CN209636868U CN 209636868 U CN209636868 U CN 209636868U CN 201920175193 U CN201920175193 U CN 201920175193U CN 209636868 U CN209636868 U CN 209636868U
- Authority
- CN
- China
- Prior art keywords
- post
- cover board
- nut
- cast strip
- screw arbor
- 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.)
- Active
Links
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
It constructs the quick mounting device of cover board the utility model discloses a kind of post-poured strip of outer shear wall of basement, including post-cast strip cover board and the fixed device of the Screw arbor with nut at both-ends being connect with post-cast strip cover board, one end of Screw arbor with nut at both-ends is cast in the cover board of post-cast strip in advance；Screw arbor with nut at both-ends is cast in one end in the cover board of post-cast strip with Screw arbor with nut at both-ends anchorage head, and the Screw arbor with nut at both-ends anchorage head is to have threaded portion with the vertically disposed anchoring cross bar of Screw arbor with nut at both-ends, the other end of the Screw arbor with nut at both-ends.
Description
Technical field
It does not pour to need to do in advance after waterproof backfills the utility model relates to all post-poured strip of outer shear wall of basement and pour
The advanced construction cover board mounting technique of band is a kind of efficient, quick, safe, inexpensive mounting device.
Background technique
In the new institute's second phase project construction in the People's Hospital, Anqiu City North, because of much 20,000 square metres of underground monolayer area, week
The post-cast strip quantity for enclosing shear wall is more.Traditional post-poured strip of outer shear wall of basement way are as follows: after the completion of main body, cut outside basement
Power wall post-cast strip could supporting module, casting concrete, paving waterproof layer and backfill, the shortcomings that this way: because etc. main bodys it is complete
It just can be carried out subsequent handling construction after portion completes, interval time is longer, process is various, higher cost, causes foundation pit timely
Backfill influences the safety and spaciousness degree of duration and construction site.
Summary of the invention
The purpose of this utility model be the shortcomings that overcoming the construction method at traditional post-cast strip position research and develop it is a kind of it is advanced,
Efficiently, post-poured strip of outer shear wall of basement mounting device fast, safe, inexpensive, in order to achieve the above objectives, the utility model
The technical solution adopted is as follows:
A kind of post-poured strip of outer shear wall of basement is constructed the quick mounting device of cover board in advance, including is connect with post-cast strip cover board
Screw arbor with nut at both-ends, one end of Screw arbor with nut at both-ends is cast in the cover board of post-cast strip by post-cast strip cover board；Screw arbor with nut at both-ends is cast in post-cast strip
There is Screw arbor with nut at both-ends to anchor end for one end in cover board, and Screw arbor with nut at both-ends anchoring end is and the vertically disposed anchor of Screw arbor with nut at both-ends
Gu the other end of cross bar, the Screw arbor with nut at both-ends has threaded portion.
It further include post-cast strip inner side template, Screw arbor with nut at both-ends passes through post-cast strip inner side template.
It further include mountain type card, feed screw nut is connect by tight two seamless steel pipes of mountain type clip with threaded portion.
The cross section of post-cast strip cover board is trapezoidal.
Consist of two parts, first is that there is the plane cover board of oblique triangle on both sides, second is that screw rod reinforces bolt, this programme is used
Remaining concrete is poured as material after casting concrete, and post-cast strip is successively installed from below to up during the installation process,
Pre-buried good bolt is fixed in post-cast strip steel bar, top molding, bolt screw rod end mountain type card and steel pipe are in turn mounted to
It is fixed on the outside of template, can satisfy do waterproof requirement in advance through the above scheme.
The utility model in the new institute's second phase project in the People's Hospital, Anqiu City North all outer shear wall of basement into
Application of having gone has high-efficient feature compared with traditional post-cast strip way, can be in advance to post-cast strip position waterproof and outside
Foundation pit backfill is constructed, and the generation of the danger sources such as foundation pit collapse has been prevented, and can largely reduce construction cost, and will
Duration shifts to an earlier date and keeps construction site more spacious.
Detailed description of the invention
Fig. 1 is horizontal sectional drawing after the installation of the utility model post-cast strip cover board；
Fig. 2 is the structural schematic diagram of the utility model post-cast strip cover board；
Fig. 3 is the structural schematic diagram of the utility model attachment device；
Fig. 4 is to be connected and fixed a schematic diagram on the inside of the cover board of the utility model post-cast strip；
Fig. 5 is arrangement schematic diagram on the outside of the cover board of the utility model post-cast strip；
In figure:
1, left wall；2, right wall；3, post-cast strip cover board；4, Screw arbor with nut at both-ends anchors end；5, Screw arbor with nut at both-ends；6, seamless steel
Pipe；7, mountain type card；8, feed screw nut；9, post-cast strip inner side template；10, shear force wall reinforcing steel bar network；51, end is anchored；52；Screw thread
Portion.
Specific embodiment
Embodiment, as shown in attached drawing 1, attached drawing 2 and attached drawing 3, post-poured strip of outer shear wall of basement cover board of constructing in advance is quick
Mounting device, including the Screw arbor with nut at both-ends 5 connecting with post-cast strip cover board 3, one end of Screw arbor with nut at both-ends 5 is cast in by post-cast strip cover board 3
In post-cast strip cover board 3；Screw arbor with nut at both-ends 5 is cast in one end in post-cast strip cover board 3 and anchors end 4 with Screw arbor with nut at both-ends, described right
Drawing screw rod anchoring end 4 is to have spiral shell with the vertically disposed anchoring end 51 of Screw arbor with nut at both-ends 5, the other end of the Screw arbor with nut at both-ends 5
Line portion 52.
It further include post-cast strip inner side template 9, Screw arbor with nut at both-ends 5 passes through post-cast strip inner side template 9.
It further include mountain type card 7, feed screw nut 8 clamps two seamless steel pipes 6 by mountain type card 7 and 52 screw thread of threaded portion connects
It connects.
Such as attached drawing 4, post-cast strip cover board 3 is stamped on the top of left wall 1 and right wall 2, and left wall 1 and 2 lower part of right wall are set
It is equipped with post-cast strip inner side template 9, is connected and fixed on the inside of the cover board of post-cast strip a little such as attached drawing 4, it is a little screw rod spiral shell that inside, which is connected and fixed,
Female 8 positions.
As shown in Fig. 5, it is covered in post-cast strip cover board 3 on left wall 1 and right wall 2；The cross section of post-cast strip cover board 3
To be trapezoidal, shear force wall reinforcing steel bar network 10 is provided in the wall.
Post-cast strip cover board 3 consists of two parts, first is that there is the plane cover board of oblique triangle on both sides, second is that Screw arbor with nut at both-ends reinforces spiral shell
Bolt composition, this programme use the remaining concrete after casting concrete to pour as material, and post-cast strip is in installation process
In once mounting from below to up, pre-buried good Screw arbor with nut at both-ends mountain type is fixed to the reinforcing steel pipe for being scheduled on post-cast strip inner side template
On, it is in turn mounted to top molding, can satisfy the requirement done waterproof in advance and backfill foundation pit through the above scheme.
The length of post-cast strip cover board 3 be it is 1.2 meters long, width be it is 0.6 meter wide, by Fig. 1 screw rod stretch out post-cast strip on the outside of
Outside template, it is fixed in the inner side template of post-cast strip with mountain type card, 48 seamless steel pipe of diameter and feed screw nut, then feed screw nut
Tighten, abut against concrete cover on the outside of shear wall, inside is reinforced, and so on complete remaining cover board installation it is straight
At the top of to post-cast strip.
Finally, it should be noted that the above descriptions are merely preferred embodiments of the present invention, it is not limited to this
Utility model, although the utility model is described in detail with reference to the foregoing embodiments, for those skilled in the art
For, it is still possible to modify the technical solutions described in the foregoing embodiments, or to part of technical characteristic
It is equivalently replaced.Within the spirit and principle of the utility model, any modification, equivalent replacement, improvement and so on,
It should be included within the scope of protection of this utility model.
Claims (4)
- The quick mounting device of cover board 1. a kind of post-poured strip of outer shear wall of basement is constructed in advance, including even with post-cast strip cover board (3) The Screw arbor with nut at both-ends (5) connect, it is characterised in that: one end of Screw arbor with nut at both-ends (5) is cast in post-cast strip cover board by post-cast strip cover board (3) (3) in；Screw arbor with nut at both-ends (5) is cast in one end in post-cast strip cover board (3) with Screw arbor with nut at both-ends anchoring end (4), described pair of drawing Screw rod anchors end (4) With threaded portion (52).
- The quick mounting device of cover board 2. a kind of post-poured strip of outer shear wall of basement as described in claim 1 is constructed in advance, it is special Sign is: further including post-cast strip inner side template (9), Screw arbor with nut at both-ends (5) passes through post-cast strip inner side template (9).
- The quick mounting device of cover board 3. a kind of post-poured strip of outer shear wall of basement as claimed in claim 2 is constructed in advance, it is special Sign is: further including mountain type card (7), feed screw nut (8) clamps two seamless steel pipes (6) and threaded portion by mountain type card (7) (52) it is threadedly coupled.
- The quick mounting device of cover board 4. a kind of post-poured strip of outer shear wall of basement as claimed in claim 2 is constructed in advance, it is special Sign is: the cross section of post-cast strip cover board (3) is trapezoidal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920175193.2U CN209636868U (en) | 2019-01-31 | 2019-01-31 | A kind of post-poured strip of outer shear wall of basement is constructed the quick mounting device of cover board in advance |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920175193.2U CN209636868U (en) | 2019-01-31 | 2019-01-31 | A kind of post-poured strip of outer shear wall of basement is constructed the quick mounting device of cover board in advance |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209636868U true CN209636868U (en) | 2019-11-15 |
Family
ID=68492883
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920175193.2U Active CN209636868U (en) | 2019-01-31 | 2019-01-31 | A kind of post-poured strip of outer shear wall of basement is constructed the quick mounting device of cover board in advance |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209636868U (en) |
-
2019
- 2019-01-31 CN CN201920175193.2U patent/CN209636868U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206625254U (en) | The guidance system of cast-in-place piping lane sliding system | |
| CN200985564Y (en) | TT-type built-in autospasy type anchorage | |
| CN103088842A (en) | Rubble retaining wall reinforced single-face pattern plate support system and construction method | |
| CN107524471A (en) | A kind of tunnel end plugging construction method | |
| CN113216252A (en) | Expansion joint reinforcing device and method for multi-section continuous casting of underground pipe gallery | |
| CN207063522U (en) | A kind of frame column high-supported formwork | |
| CN203129203U (en) | Rubble retaining wall reinforcing single-face formwork supporting system | |
| CN214293702U (en) | Convenient bellows positioning device for prefabricated box girder | |
| CN205604547U (en) | Anti GBF tubular construction that floats | |
| CN209636868U (en) | A kind of post-poured strip of outer shear wall of basement is constructed the quick mounting device of cover board in advance | |
| CN217713886U (en) | Comprehensive utilization platform in ultra-long distance small-diameter tunnel | |
| CN108396783A (en) | A kind of pre- closure grouting devices and methods therefor of basement roof pouring after settlement | |
| CN106320184A (en) | Novel fabricated bridge construction method | |
| CN109853730A (en) | A kind of novel precast reinforced concrete frame joint and its method of construction | |
| CN206800981U (en) | A kind of detachable builder's jack retainer ring | |
| CN205532624U (en) | Ground system is synthesized in reinforced concrete pipe piece tunnel | |
| CN213449469U (en) | Single-face template vertical mold reinforcing combined structure | |
| CN206204992U (en) | Detachable waterproof node structure between prefabricated comprehensive pipe gallery joints | |
| CN206205012U (en) | A kind of SMW engineering methods stake inclinometer pipe installation aiding device | |
| CN211114443U (en) | Reinforcing bar pre-embedding auxiliary device | |
| CN210857183U (en) | Porous grouting device | |
| CN104727275B (en) | Method for application of concrete work expansion joint vertical water sealing structure fixing element | |
| CN208533863U (en) | A kind of prefabricated girder of armored concrete | |
| CN207211189U (en) | The underground pipe gallery of enhanced 3D printing | |
| CN205976108U (en) | Double-sided prefabricated core filling wall structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |