CN213897814U - External wall steel bar and template positioner - Google Patents
External wall steel bar and template positioner Download PDFInfo
- Publication number
- CN213897814U CN213897814U CN202022749886.3U CN202022749886U CN213897814U CN 213897814 U CN213897814 U CN 213897814U CN 202022749886 U CN202022749886 U CN 202022749886U CN 213897814 U CN213897814 U CN 213897814U
- Authority
- CN
- China
- Prior art keywords
- diaphragm
- bracing piece
- riser
- hole
- template
- 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
- 229910000831 Steel Inorganic materials 0.000 title description 9
- 239000010959 steel Substances 0.000 title description 9
- 230000008878 coupling Effects 0.000 claims abstract description 12
- 238000010168 coupling process Methods 0.000 claims abstract description 12
- 238000005859 coupling reaction Methods 0.000 claims abstract description 12
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 12
- 230000000694 effects Effects 0.000 abstract description 4
- 238000010276 construction Methods 0.000 abstract description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 9
- 239000004568 cement Substances 0.000 description 5
- 238000009415 formwork Methods 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 3
- 230000006978 adaptation Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model belongs to the technical field of the construction and specifically relates to an outer wall reinforcing bar, template locator is related to, and it includes the first riser, it has first diaphragm to peg graft perpendicularly in first riser bottom, the first through-hole of a plurality of has been seted up on the first diaphragm, one side that the first riser deviates from first diaphragm is provided with the second diaphragm, a plurality of second through-hole has been seted up on the second diaphragm, the second diaphragm is parallel to each other or is in the coplanar with first diaphragm, second diaphragm upper surface rigid coupling is to the first bracing piece that is close to the slope of first riser direction, the one end rigid coupling that the second diaphragm was kept away from to first bracing piece has the second bracing piece, the second bracing piece is connected with first riser is perpendicular. This application has the effect of effective location support reinforcing bar and template.
Description
Technical Field
The application relates to the field of building construction, in particular to an outer wall steel bar and template positioner.
Background
The building formwork is a temporary supporting structure, which is manufactured according to the design requirements, so that the concrete structure and the members are formed according to the specified position and geometric relation, the correct position of the concrete structure and the members is kept, and the self weight of the building formwork and the external load acting on the building formwork are born. The purpose of the template engineering is to ensure the quality and the construction safety of the concrete engineering, accelerate the construction progress and reduce the engineering cost.
When the reinforcing steel bars at the bottom layer of the outer wall are bound, a constructor generally uses a reinforcing steel bar hook to bind the galvanized binding wires, after the transverse reinforcing steel bars and the longitudinal reinforcing steel bars are butted, the binding wires are wound, and then the binding wires are wound for a plurality of circles by using the reinforcing steel bar hook, so that the transverse reinforcing steel bars and the longitudinal reinforcing steel bars are fixed together.
Aiming at the related technologies, the inventor thinks that the reinforcement binding firm effect has differences due to different constructors, the situation that the binding wire is stressed to be broken, the transverse and longitudinal reinforcements are separated, the bottom reinforcements fall off downwards, and the normal assembly of the template is influenced.
SUMMERY OF THE UTILITY MODEL
In order to support the effectual location of reinforcing bar and template, this application provides an outer wall reinforcing bar, template locator.
The application provides a pair of external wall reinforcing bar, template locator adopts following technical scheme:
the utility model provides an outer wall reinforcing bar, template locator, includes the first riser, it has first diaphragm to peg graft perpendicularly to first riser bottom, a plurality of first through-hole has been seted up on the first diaphragm, one side that the first riser deviates from first diaphragm is provided with the second diaphragm, a plurality of second through-hole has been seted up on the second diaphragm, the second diaphragm is parallel to each other or is in the coplanar with first diaphragm, second diaphragm upper surface rigid coupling has to be close to the first bracing piece of first riser direction slope, the one end rigid coupling that the second diaphragm was kept away from to first bracing piece has the second bracing piece, the second bracing piece is connected with first riser is perpendicular.
Through adopting above-mentioned technical scheme, a right angle platelike structure is constituteed to first riser and first diaphragm, and first riser is used for supplying the template to rely on to inject the template position, first bracing piece and second bracing piece are supported to second diaphragm cooperation first riser, and the second bracing piece is used for supporting the bottom reinforcing bar, thereby has ensured the stability of reinforcing bar, can directly pull down first diaphragm from first riser during the dismantlement, so that use next time.
Optionally, a yielding hole is formed in the first vertical plate, and the end of the second support rod is inserted into the yielding hole.
Through adopting above-mentioned technical scheme, the second is supported the pole and is pour inside the concrete outer wall, during the dismantlement, can dismantle first riser and first diaphragm to save material.
Optionally, a baffle is fixedly connected to the second supporting rod in a perpendicular mode, and the baffle can be detached to be attached to one side, away from the first transverse plate, of the first vertical plate.
Through adopting above-mentioned technical scheme, the baffle has the effect of restriction second bracing piece relative first riser displacement, makes second support rod and first riser be in relatively stable state.
Optionally, the first support rod is a telescopic rod, and the abdicating hole is a vertically-arranged strip-shaped hole.
Through adopting above-mentioned technical scheme, adjust the length of first bracing piece, can change the level of second bracing piece to according to the height of bottom reinforcing bar, adjust the adaptation.
Optionally, the first support rod comprises an outer rod, a cavity is formed in the outer rod, an inner rod is connected to the outer rod in a sliding mode, one end of the inner rod is fixedly connected with the second support rod, and a positioning piece used for controlling the length of the first support rod is arranged between the outer rod and the inner rod.
Through adopting above-mentioned technical scheme, interior pole can move outer pole relatively to change the holistic length of first bracing piece, the position of pole in same setting element injects makes the stable maintenance of first bracing piece at certain length, and this telescopic link length adjustment is convenient, easily processing preparation.
Optionally, the positioning element is a limit screw for abutting against the inner rod, and the limit screw is connected to the outer rod in a threaded manner.
By adopting the technical scheme, the inner rod can be fixed by screwing the limiting screw, and the limiting screw is simple in structure and convenient to use.
Optionally, a top support assembly for supporting the second support rod is arranged below the second support rod.
Through adopting above-mentioned technical scheme, the shoring subassembly supports the second bracing piece to the stability of second bracing piece has been promoted.
Optionally, the shoring subassembly includes a mounting panel, the perpendicular rigid coupling of mounting panel deviates from one side of first diaphragm in the first riser, the mounting panel is located the bottom in the hole of stepping down, perpendicular threaded connection has a shoring screw that supports the second bracing piece on the mounting panel.
Through adopting above-mentioned technical scheme, constructor revolves soon and props the screw, props the screw and can jack-up the second bracing piece to make the second bracing piece remain stable, prop subassembly simple structure, convenient operation.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the first vertical plate and the first transverse plate form a right-angle plate-shaped structure, the first vertical plate is used for a template to lean on so as to limit the position of the template, the second transverse plate is matched with the first vertical plate to support the first supporting rod and the second supporting rod, the second supporting rod is used for supporting bottom steel bars so as to ensure the stability of the steel bars, and the first transverse plate can be directly detached from the first vertical plate during detachment so as to be used next time;
2. the length of the first supporting rod is adjusted, and the horizontal height of the second supporting rod can be changed, so that the adjustment and adaptation are performed according to the height of the bottom layer of the steel bar;
3. constructors twist the jacking screws to jack up the second supporting rod, so that the second supporting rod is kept stable, and the jacking assembly is simple in structure and convenient to operate.
Drawings
Fig. 1 is a first perspective view of an external wall rebar and formwork locator according to an embodiment of the application.
Fig. 2 is an exploded view of the first riser and the first cross plate in an installed relationship.
Fig. 3 is a second perspective view of the exterior wall rebar and form locator of the embodiment of the application.
Description of reference numerals: 1. a first vertical plate; 10. a hole of abdication; 11. a clamping groove; 2. a first transverse plate; 20. a first through hole; 21. a clamping block; 3. a second transverse plate; 30. a second through hole; 4. a first support bar; 40. an outer rod; 41. an inner rod; 42. a limit screw; 5. a second support bar; 50. a baffle plate; 6. a top bracing assembly; 60. mounting a plate; 61. and (6) a jacking screw.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses external wall reinforcing bar, template locator. Referring to fig. 1, an outer wall reinforcing bar, template locator includes first riser 1, and the first diaphragm 2 of concatenation in 1 bottom of first riser perpendicularly sets up in first riser 1 and deviates from second diaphragm 3 of 2 one sides of first diaphragm, and the first bracing piece 4 of slope rigid coupling on second diaphragm 3 to and the second bracing piece 5 that is used for connecting first bracing piece 4 and first riser 1.
Referring to fig. 1 and 2, a first vertical plate 1 is vertically arranged, and a yielding hole 10 is formed in the first vertical plate 1; the first transverse plate 2 is horizontally arranged, two first through holes 20 are formed in the first transverse plate 2, the first through holes 20 are used for allowing cement nails to penetrate through, the first transverse plate 2 is fixed on the concrete ground through the cement nails, one end of the first transverse plate 2 is fixedly connected with a clamping block 21, the clamping block 21 is rectangular and long-strip-shaped, a clamping groove 11 used for accommodating the clamping block 21 is correspondingly formed in the side wall of the bottom of the first vertical plate 1, the clamping groove 11 is matched with the clamping block 21, and the clamping block 21 can be detachably inserted into the clamping groove 11, so that the first vertical plate 1 and the first transverse plate 2 can be spliced; the side that leans on in first riser 1 and be close to first diaphragm 2 during the side wall template concatenation, first riser 1 rigidity, the template has realized the location of self simultaneously by relying on first riser 1.
Referring to fig. 2 and 3, the second transverse plate 3 and the first transverse plate 2 are in the same plane, a second through hole 30 is formed in the second transverse plate 3, the second through hole 30 is used for allowing a cement nail to penetrate through, and the second transverse plate 3 is fixed on the concrete ground through the cement nail; the bottom end of the first supporting rod 4 is fixedly connected to the upper surface of the second transverse plate 3, and the top end of the first supporting rod is obliquely arranged towards the direction close to the first vertical plate 1; one end of the first support rod 4 far away from the second transverse plate 3 is fixedly connected with the second support rod 5; the extending direction of the second support rod 5 is parallel to the plane of the first transverse plate 2, and one end of the second support rod 5, which is far away from the first support rod 4, is movably inserted into the abdicating hole 10; in order to facilitate the positioning of the second support rod 5, a baffle 50 is vertically and fixedly connected to the second support rod 5, the baffle 50 is used for supporting the first vertical plate 1, and after the second support rod 5 is inserted into the abdicating hole 10, the baffle 50 is attached to one side of the first vertical plate 1 close to the second transverse plate 3, so that the length of the end part of the second support rod 5 inserted into the abdicating hole 10 is a certain value.
In order to adapt to the heights of different bottom-layer steel bars and expand the application range of the locator, the first supporting rod 4 comprises an outer rod 40 and an inner rod 41 connected with the outer rod 40 in a sliding manner; the inside cavity that is provided with of outer pole 40, interior pole 41 slides and wears to locate in the cavity, thereby interior pole 41 can slide outer pole 40 relatively, reach the 4 adjustable length's of first bracing piece purpose, threaded connection has a stop screw 42 on the outer wall of keeping away from second diaphragm 3 one end at outer pole 40 simultaneously, stop screw 42 is used for supporting tight interior pole 41, thereby fixed interior pole 41, corresponding hole 10 of stepping down is the rectangular hole of a vertical setting, make 5 tip of second bracing piece reciprocate in the hole 10 of stepping down, thereby make the height of second bracing piece 5 can adjust.
In order to promote the stability of second bracing piece 5, be provided with the shore subassembly 6 that is used for supporting second bracing piece 5 on first riser 1, shore subassembly 6 includes a mounting panel 60, the perpendicular rigid coupling of mounting panel 60 deviates from one side of first diaphragm 2 in first riser 1, and the upper surface of mounting panel 60 flushes with the hole 10 bottom surface of stepping down, wear to be equipped with a shore screw 61 perpendicularly on mounting panel 60, shore screw 61 and mounting panel 60 threaded connection, shore screw 61 head down, when revolving and twisting shore screw 61, shore screw 61 top supports second bracing piece 5, thereby make second bracing piece 5 be in a stable position.
The implementation principle of the external wall reinforcing steel bar and the template positioner is as follows: the constructor emits an outer wall sideline on the concrete ground according to the design requirement, pops up the mark by using the ink line, and then fixes the positioner on the concrete ground by using the cement nails, so that the surface of the first vertical plate 1 close to one side of the first transverse plate 2 and the ink line are positioned in the same vertical plane; according to the height of the bottom-layer steel bar, the length of the inner rod 41 extending out of the outer rod 40 is adjusted, the inner rod 41 is fixed by using a limiting screw 42, and a jacking screw 61 is screwed to enable the jacking screw 61 to support the second support rod 5, so that the second support rod 5 stably supports the bottom-layer steel bar; the locator is easy to manufacture, simple and convenient to operate, and capable of supporting and locating the reinforcing steel bars and the template simultaneously.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides an outer wall reinforcing bar, template locator which characterized in that: including first riser (1), first riser (1) bottom is pegged graft perpendicularly and is had first diaphragm (2), a plurality of first through-hole (20) have been seted up on first diaphragm (2), one side that first riser (1) deviates from first diaphragm (2) is provided with second diaphragm (3), a plurality of second through-hole (30) have been seted up on second diaphragm (3), second diaphragm (3) are parallel to each other or are in the coplanar with first diaphragm (2), second diaphragm (3) upper surface rigid coupling has first bracing piece (4) to being close to first riser (1) direction slope, the one end rigid coupling that second diaphragm (3) were kept away from in first bracing piece (4) has second bracing piece (5), second bracing piece (5) are connected with first riser (1) is perpendicular.
2. The exterior wall rebar, template locator of claim 1, characterized in that: seted up one on first riser (1) and stepped down hole (10), second bracing piece (5) tip is inserted and is located in the hole of stepping down (10).
3. The exterior wall rebar, template locator of claim 2, characterized in that: perpendicular rigid coupling has a baffle (50) on second bracing piece (5), baffle (50) can be dismantled and paste and lean on in one side that first riser (1) deviates from first diaphragm (2).
4. The exterior wall rebar, template locator of claim 2, characterized in that: the first supporting rod (4) is a telescopic rod, and the abdicating hole (10) is a vertically-arranged strip-shaped hole.
5. The exterior wall rebar, template locator of claim 4, characterized in that: first bracing piece includes an outer pole (40), be provided with the cavity in outer pole (40), outer pole (40) internal slipping is connected with interior pole (41), interior pole (41) one end and second bracing piece (5) rigid coupling, be provided with the setting element that is used for controlling first bracing piece (4) length between outer pole (40) and interior pole (41).
6. The exterior wall rebar, template locator of claim 5, characterized in that: the positioning piece is a limiting screw (42) used for tightly abutting against the inner rod (41), and the limiting screw (42) is connected to the outer rod (40) in a threaded mode.
7. The exterior wall rebar, template locator of claim 4 or 5, characterized in that: and a top support component (6) for supporting the second support rod (5) is arranged below the second support rod (5).
8. The exterior wall rebar, template locator of claim 7, characterized in that: the top props subassembly (6) and includes a mounting panel (60), the perpendicular rigid coupling of mounting panel (60) deviates from one side of first diaphragm (2) in first riser (1), mounting panel (60) are located the bottom of hole (10) of stepping down, perpendicular threaded connection has a top of supporting second bracing piece (5) to prop screw (61) on mounting panel (60).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022749886.3U CN213897814U (en) | 2020-11-25 | 2020-11-25 | External wall steel bar and template positioner |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022749886.3U CN213897814U (en) | 2020-11-25 | 2020-11-25 | External wall steel bar and template positioner |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213897814U true CN213897814U (en) | 2021-08-06 |
Family
ID=77121833
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022749886.3U Active CN213897814U (en) | 2020-11-25 | 2020-11-25 | External wall steel bar and template positioner |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213897814U (en) |
-
2020
- 2020-11-25 CN CN202022749886.3U patent/CN213897814U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201649633U (en) | Steel formwork for forming building stair treads | |
| CN106088587B (en) | A kind of Combined formwork support system | |
| CN111456330B (en) | Positioning die for embedded steel bars | |
| CN105888236A (en) | Frame formwork system | |
| KR101060587B1 (en) | Construction stair tile construction mold and stair tile construction method | |
| CN116397895A (en) | A kind of prefabricated wall hoisting construction method | |
| DE202017004423U1 (en) | Adjustment-Abschalstütze ISO: A Abschalstütze for concreting work for special use in concrete slabs on full-surface insulation (perimeter insulation) | |
| KR100887366B1 (en) | Formwork Device For Forming Roof Slab | |
| CN213897814U (en) | External wall steel bar and template positioner | |
| CN215052897U (en) | Prefabricated guide wall support structure | |
| CN112482658B (en) | A prefabricated energy-saving building lap joint structure | |
| CN212002272U (en) | Bidirectional adjustable frame beam template clamp structure | |
| CN216665025U (en) | Shear wall template positioning device | |
| CN215443136U (en) | Building engineering template fixing device | |
| JP2001159240A (en) | Concrete direct finishing method and jig | |
| CN215564460U (en) | Wall post template shutoff levelling device | |
| CN209457338U (en) | The formwork erecting structure of terrace | |
| EP1651826B1 (en) | Formwork fixing and method | |
| CN114876185A (en) | Free curved surface concrete formwork | |
| KR0138377Y1 (en) | Lower foundation system for formwork installation of cement concrete building | |
| CN209413302U (en) | Movable side wall form support system with operation platform | |
| CN219732764U (en) | Concrete formwork structure device for rock wall crane beam | |
| CN213897815U (en) | Positioner for reinforcing steel bar and formwork of inner wall | |
| CN215905762U (en) | Combined tower body and base structure thereof | |
| CN221398631U (en) | Shock insulation support pre-buried anchor bolt construction structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |