CN206737428U - A kind of wall form verticality adjusting device - Google Patents
A kind of wall form verticality adjusting device Download PDFInfo
- Publication number
- CN206737428U CN206737428U CN201720549013.3U CN201720549013U CN206737428U CN 206737428 U CN206737428 U CN 206737428U CN 201720549013 U CN201720549013 U CN 201720549013U CN 206737428 U CN206737428 U CN 206737428U
- Authority
- CN
- China
- Prior art keywords
- jacking
- support bar
- regulating part
- screw thread
- fastener
- 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
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A kind of wall form verticality adjusting device, between main joist and scaffold support body；Include the jacking being supported on the outside of formwork structure and the support bar being connected to below jacking, the upper end of the jacking is provided with chevron fastener, is wherein detachably connected between chevron fastener and main joist；The lower end of the jacking is provided with external screw thread；The upper end of the support bar is provided with external screw thread, is detachably connected between the lower end of support bar and scaffold support body；Regulating part is connected between the jacking and support bar；The upper end of the regulating part is provided with the internal thread corresponding with jacking lower end external screw thread, and the lower end of the regulating part is provided with the internal thread corresponding with post upper external screw thread；The regulating part upper and lower side passes through the adjustable connection of screw thread between jacking and support bar respectively.
Description
Technical field
It the utility model is related to a kind of for during concrete structure construction, the adjustment of vertical wall form perpendicularity to fill
Put.
Background technology
In building concrete structure construction, conventional technique is to add U supports ordinatedly to anchor into row diagonal brace again to adjust with steel pipe frame
The perpendicularity construction of whole wall.Its sequence of construction is as follows：Earth anchor-installation diagonal brace steel pipe-installation U-shaped support is beaten, in the process,
First earth anchor to be installed on ground, this just causes the destruction on ground around wall unavoidably, and caused follow-up repairing takes；And in profit
When being spent with this technique adjustment wall body vertical, when outwards pushing up, it can be realized by adjusting the adjustment height of U supports, it is inside when needing
When drawing is adjusted, angle can only be drawn in template by manually adjusting, then adjust U support height.So not only waste artificial
The time of adjustment wall body vertical degree is added again, but also cannot be guaranteed the standard requirement of wall body vertical degree.
Utility model content
The purpose of this utility model is to provide a kind of wall form verticality adjusting device, to solve to utilize traditional wall
Adjusting process work progress complexity, waste of manpower and the time of perpendicularity and but also the it cannot be guaranteed that standard of wall body vertical degree
It is required that technical problem.
To achieve the above object, the utility model adopts the following technical scheme that.
A kind of wall form verticality adjusting device, between main joist and scaffold support body；Include and be supported on
Jacking and the support bar being connected to below jacking on the outside of formwork structure, the upper end of the jacking is provided with chevron fastener, wherein mountain
It is detachably connected between shape fastener and main joist, the lower end of the jacking is provided with external screw thread；The upper end of the support bar is provided with outer
Screw thread, it is detachably connected between the lower end of support bar and scaffold support body；The lower end of jacking is provided with external screw thread；The support bar
Upper end is provided with external screw thread, and the lower end of support bar is connected with scaffold support body；
Regulating part is connected between the jacking and support bar；The upper end of the regulating part is provided with and jacking lower end external screw thread
Corresponding internal thread, the lower end of the regulating part are provided with the internal thread corresponding with post upper external screw thread；The regulation
Part upper and lower side passes through the adjustable connection of screw thread between jacking and support bar respectively.
Preferably, the jacking is made up of a chevron fastener with the T-connecting piece for being connected to chevron fastener bottom；
The chevron fastener includes the clamping plate of three pieces of parallel intervals arrangement and one piece is connected between three pieces of clamping plate bottoms
Connecting plate, wherein middle splint end exceeds the end of both sides clamping plate, and is provided with through hole on the part.
The T-connecting piece includes cross bar and montant；The level of chevron fastener is fixedly connected at the top of the cross bar
The long axis opening position of plate bottom；The montant is threaded rod, and the top of montant is adjustable to be connected in the middle part of cross bar.
Preferably, the chevron fastener of the jacking is plugged on both sides' steel of main joist；Wherein middle splint end is logical
Hole exceeds the medial surface of both sides' steel, and latch is plugged with through hole.
Preferably, the support bar is formed by upper boom and lower beam docking, and the wherein upper boom of support bar is threaded rod, support bar
Lower end be shaped steel bar.
Preferably, the lower beam of the support bar is connected on scaffold support body by fastener.
Preferably, the regulating part is in oval ring, and the outstanding formation of major axis both ends difference of elliptical ring regulating part connects
Connect termination；And the through hole for setting internal thread is provided with the location mid-shaft of two connection ends；The male end of the jacking and
The male end of support bar is through in the through hole of two connection ends respectively, with the adjustable connection of regulating part.
The utility model compares the technique effect that conventional art reaches
1st, the utility model is arranged between wall form and scaffold support body（The main joist of chevron fastener and wall form
Connection, is connected between support bar and scaffold support body with fastener）, rotation regulating part can carry out perpendicularity adjustment, from installing
What journey can be seen comes out, and compares traditional adjusting process using the construction of this wall form verticality adjusting device, has lacked installation ground
The process of anchor, material and artificial saving are realized, also protects concrete finished product not destroyed by anchor hole, so as to caused follow-up
Expense, carry out perpendicularity adjustment using the utility model and save the time that is artificial and shortening adjustment wall body vertical degree, and
And the standard requirement of wall body vertical degree can also be ensured.
2nd, latch is connected with chevron fastener of the present utility model, is connected adjusting apparatus with main joist using latch, when
When inwardly drawing is adjusted, without by manually drawing angle in template to adjust, only rotating regulating part toward an opposite direction, you can realize
Perpendicularity adjusts, and improves operating efficiency, saves manpower.
3rd, the utility model is simple in construction, easy for construction, and material steel pipe, the leading screw generally used using job site
Made as raw material, reduce construction cost.
Brief description of the drawings
The utility model is described in more detail below in conjunction with the accompanying drawings.
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation of chevron fastener in the utility model.
Fig. 3 is the structural representation of regulating part in the utility model.
Fig. 4 is the structural representation of support bar in the utility model.
Fig. 5 is the positive structure schematic that the utility model is arranged between main joist and scaffold support body.
Fig. 6 is the side structure schematic diagram that the utility model is arranged between main joist and scaffold support body.
Fig. 7 is chevron fastener and the positive structure schematic of main joist attachment structure in the utility model.
Fig. 8 is chevron fastener and the structure schematic diagram of main joist attachment structure in the utility model.
Reference：1- jackings, 1.1- chevrons fastener, 1.2-T shapes connector, 2- regulating parts, 2.1- connection ends
Head, 3- support bars, 3.1- upper booms, 3.2- lower beams, 4- main joists, 5- scaffolds support body, 6- fasteners, 7- latches.
Embodiment
As shown in Fig. 1,5 and Fig. 6, this wall form verticality adjusting device, installed in main joist 4 and scaffold frame
Between body 5；Include the jacking 1 for being supported on the outside of main joist 4 and the support bar 3 for being connected to the lower section of jacking 1, the jacking 1
Upper end is provided with chevron fastener 1.1, is wherein detachably connected between chevron fastener 1.1 and main joist 4, and the lower end of the jacking 1 is set
There is external screw thread；The upper end of the support bar 3 is provided with external screw thread, detachably connects between the lower end of support bar 3 and scaffold support body 5
Connect；Regulating part 2 is connected between the jacking 1 and support bar 3；The upper end of the regulating part 2 is provided with and the lower end external screw thread of jacking 1
Corresponding internal thread, the lower end of the regulating part 2 are provided with the internal thread corresponding with the upper external screw thread of support bar 3；The tune
The section upper and lower side of part 2 passes through the adjustable connection of screw thread between jacking 1 and support bar 3 respectively.
As shown in Fig. 2 in the present embodiment, the jacking 1 is by a chevron fastener 1.1 and is connected to the bottom of chevron fastener 1.1
One T-connecting piece 1.2 in portion is formed；The chevron fastener 1.1 includes clamping plate and the one piece of connection that three pieces of parallel intervals are arranged
Connecting plate between three pieces of clamping plate bottoms, wherein middle splint end exceed the end of both sides clamping plate, and are opened on part
There is through hole.
The T-connecting piece 1.2 includes cross bar and montant；Chevron fastener 1.1 is fixedly connected at the top of the cross bar
Level board bottom long axis opening position；The montant is threaded rod, and the top of montant is adjustable to be connected in the middle part of cross bar.
In the present embodiment, the chevron fastener 1.1 of the jacking 1 is plugged on both sides' steel of main joist 4；Wherein middle splint
The through hole of end exceeds the medial surface of both sides' steel main joist, and latch 7 is plugged with through hole.
In Fig. 4 the present embodiment, the support bar 3 is docked and formed by upper boom 3.1 and lower beam 3.2, and wherein support bar 3 is upper
Bar 3.1 is threaded rod, and the lower beam 3.2 of support bar 3 is shaped steel bar.
In the present embodiment, the lower beam 3.2 of the support bar 3 is connected on scaffold support body 5 by fastener 6.
As shown in figure 3, in the present embodiment, the regulating part 2 is in oval ring, and the major axis both ends of elliptical ring regulating part 2 are divided
Not outstanding formation connection end 2.1；And it is provided with the location mid-shaft of two connection ends 2.1 and sets the logical of internal thread
Hole；The male end of the jacking 1 and the male end of support bar 3 are through in the through hole of two connection ends 2.1 respectively, with tune
Save 2 adjustable connection of part.
Main joist in the present embodiment is the main joist of wall form.
Sequence of construction of the present utility model is as follows：It is vertical that wall form is installed between wall form and scaffold support body 5
Spending adjusting apparatus-rotation adjusts part to carry out perpendicularity adjustment.
Claims (6)
- A kind of 1. wall form verticality adjusting device, installed in main joist（4）With scaffold support body（5）Between；Include branch Support is in main joist（4）The jacking in outside（1）Be connected to jacking（1）The support bar of lower section（3）, it is characterised in that：The jacking （1）Upper end be provided with chevron fastener（1.1）, wherein chevron fastener（1.1）With main joist（4）Between be detachably connected；The top Support（1）Lower end be provided with external screw thread；The support bar（3）Upper end be provided with external screw thread, support bar（3）Lower end and scaffold frame Body（5）Between be detachably connected；The jacking（1）And support bar（3）Between be connected with regulating part（2）；The regulating part（2）Upper end be provided with and jacking （1）The corresponding internal thread of lower end external screw thread, the regulating part（2）Lower end be provided with and support bar（3）Upper external screw thread is relative The internal thread answered；The regulating part（2）Upper and lower ends respectively with jacking（1）And support bar（3）Between pass through the adjustable company of screw thread Connect.
- A kind of 2. wall form verticality adjusting device according to claim 1, it is characterised in that：The jacking（1）By One chevron fastener（1.1）Be connected to chevron fastener（1.1）One T-connecting piece of bottom（1.2）Form；The chevron fastener（1.1）The clamping plate for including three pieces of parallel intervals arrangement and one piece are connected between three pieces of clamping plate bottoms Connecting plate, wherein middle splint end exceeds the end of both sides clamping plate, and is provided with through hole on the part；The T-connecting piece（1.2）Include cross bar and montant；Chevron fastener is fixedly connected at the top of the cross bar（1.1） Level board bottom long axis opening position；The montant is threaded rod, and the top of montant is adjustable to be connected in the middle part of cross bar.
- A kind of 3. wall form verticality adjusting device according to claim 2, it is characterised in that：The jacking（1）'s Chevron fastener（1.1）It is plugged on main joist（4）Both sides' steel on；Wherein the through hole of middle splint end exceeds the inner side of both sides' steel Face, and latch is plugged with through hole（7）.
- A kind of 4. wall form verticality adjusting device according to claim 1, it is characterised in that：The support bar（3） By upper boom（3.1）And lower beam（3.2）Docking forms, wherein support bar（3）Upper boom（3.1）For threaded rod, support bar（3）Under Bar（3.2）For shaped steel bar.
- A kind of 5. wall form verticality adjusting device according to claim 4, it is characterised in that：The support bar（3） Lower beam（3.2）Pass through fastener（6）It is connected to scaffold support body（5）On.
- A kind of 6. wall form verticality adjusting device according to claim 1, it is characterised in that：The regulating part（2） In oval ring, elliptical ring regulating part（2）Major axis both ends distinguish outstanding formation connection end（2.1）；And two companies Connect termination（2.1）Location mid-shaft at be provided with the through hole for setting internal thread；The jacking（1）Male end and support bar（3） Male end be through two connection ends respectively（2.1）Through hole in, with regulating part（2）Adjustable connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720549013.3U CN206737428U (en) | 2017-05-17 | 2017-05-17 | A kind of wall form verticality adjusting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720549013.3U CN206737428U (en) | 2017-05-17 | 2017-05-17 | A kind of wall form verticality adjusting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206737428U true CN206737428U (en) | 2017-12-12 |
Family
ID=60566123
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720549013.3U Expired - Fee Related CN206737428U (en) | 2017-05-17 | 2017-05-17 | A kind of wall form verticality adjusting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206737428U (en) |
-
2017
- 2017-05-17 CN CN201720549013.3U patent/CN206737428U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN113338617B (en) | One-time pouring template system for roof ultrahigh parapet and construction method thereof | |
| CN106836445B (en) | Trapezoidal drainage ditch pouring forming method based on adjustable groove forming die | |
| CN107327050B (en) | Disassembly-free basement exterior wall flanging unilateral formwork supporting device and construction method | |
| CN207513157U (en) | A kind of expansion joint shear wall formwork | |
| CN105888236A (en) | Frame formwork system | |
| CN215168054U (en) | Independent supporting device for post-cast strip template | |
| CN206477585U (en) | Tripod falsework | |
| CN105952146A (en) | Early-removal construction method | |
| CN212784485U (en) | Inner supporting device of distribution box | |
| CN203891462U (en) | Form erecting device for fair-faced concrete independent columns | |
| CN206737428U (en) | A kind of wall form verticality adjusting device | |
| CN210032524U (en) | Structure is set up to socket joint type piping lane scaffold frame | |
| CN208379847U (en) | A kind of building prefabrication wallboard concrete pouring structure | |
| CN207376661U (en) | A kind of plugging structure of poured band of outer wall of basement | |
| CN217353535U (en) | Template reinforcing apparatus is hung to floor structure board position of falling | |
| CN211850824U (en) | Supporting unit and supporting device | |
| CN205857710U (en) | Air-conditioning formwork support structure | |
| CN213143141U (en) | Concrete floor jumps storehouse seam and uses instrument formula template fixing device | |
| CN207032297U (en) | The inner supporting device of basement prefabricated board loose tool | |
| CN107313451A (en) | The inner supporting device and its construction method of basement prefabricated board loose tool | |
| CN205654082U (en) | Half tunnel formwork | |
| CN212642116U (en) | Oblique roofing template strutting arrangement | |
| CN211622120U (en) | Improve constructional column structure of top quality of pouring | |
| CN210263915U (en) | Exempt from interior propping, anti-bank template reinforcing apparatus of combination formula steel concrete stagnant water | |
| CN208835580U (en) | A kind of pipe trench high-tension cable concrete support installation fixed structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20171212 Termination date: 20180517 |