CN212027115U - Template reinforcing system of outer wall column - Google Patents
Template reinforcing system of outer wall column Download PDFInfo
- Publication number
- CN212027115U CN212027115U CN202020415809.1U CN202020415809U CN212027115U CN 212027115 U CN212027115 U CN 212027115U CN 202020415809 U CN202020415809 U CN 202020415809U CN 212027115 U CN212027115 U CN 212027115U
- Authority
- CN
- China
- Prior art keywords
- wall
- template
- wall column
- vertical back
- fixed
- 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
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a construction formwork technical field discloses a template reinforcerment system of outer wall column. The utility model discloses a wall post reinforcement system includes vertical back arris, L shape stull and horizontal vaulting pole, and vertical back arris laminating wall post template surface sets up, and L shape stull level sets up at the reentrant corner position of outer wall and wall post handing-over, and the vertical back arris outside at laminating reentrant corner position sets up, and two pairs of a set of, upper and lower interval are arranged side by side, and outer wall stagnant water screw rod through the level setting is fixed with the outer wall template, and the L shape stull of crossing pull rod through the level setting and the relative one side of wall post is connected fixedly; every two horizontal vaulting poles are in a group, the vertical back arris setting in the horizontal laminating wall post template outside to it is fixed through wall post stagnant water screw rod. The utility model discloses simple structure, it is easy and simple to handle, it is good to the fixed fastness in reentrant corner position.
Description
Technical Field
The utility model relates to a construction formwork technical field especially relates to a template reinforcerment system of outer wall column.
Background
The integrated outer wall column and the outer wall are integrally poured, an internal corner is formed between the convex outer wall column and the outer surface of the wall, and the concrete forming quality of the position is generally poor. The conventional reinforcing systems are respectively arranged on the outer wall and the outer wall column, so that the template at the internal corner part is very inconvenient to fix and lacks targeted reinforcement.
The solution that job site was used commonly at present generally is that the template fixed knot who encrypts near the external wall at reentrant corner position and outer wall post department constructs, does not do extra fixed to the template at reentrant corner position, and this kind of mode has not only increased fixed knot structure's the design installation degree of difficulty and work load, has improved construction cost, has reduced the efficiency of construction, and fixed fastness is poor moreover, when concrete placement, takes place the phenomenon of bloated mould easily.
SUMMERY OF THE UTILITY MODEL
The utility model provides a simple structure, it is easy and simple to handle, to the template reinforcerment system of the good outer wall column of fixed fastness of reentrant corner position template.
The technical problem to be solved is that: the fixing device near the internal corner is increased in the existing construction, the installation difficulty is high, the efficiency is low, the cost is high, the fixing firmness of the template at the internal corner position is poor, and the phenomenon of mold expansion easily occurs during concrete pouring.
In order to solve the technical problem, the utility model adopts the following technical scheme:
the utility model discloses template reinforcerment system of outer wall column, including outer wall reinforcerment system and wall column reinforcerment system, outer wall reinforcerment system includes that the vertical back of the body in the outer wall template outside is stupefied and horizontal two props its characterized in that: the wall column reinforcing system comprises a vertical back ridge, L-shaped cross braces and transverse support rods, wherein the vertical back ridge is arranged by being attached to the outer surface of a wall column template, the L-shaped cross braces are horizontally arranged at the internal corner part where the outer wall and the wall column are connected, the outer sides of the vertical back ridges attached to the internal corner part are arranged in pairs and arranged in parallel at intervals up and down, the L-shaped cross braces are fixed with the outer wall template through horizontally arranged outer wall water stop screws, and the L-shaped cross braces on the opposite side of the wall column are connected and fixed through horizontally arranged cross pull rods; every two horizontal vaulting poles are in a group, the vertical back arris setting in the horizontal laminating wall post template outside to it is fixed through wall post stagnant water screw rod.
The utility model discloses outer wall column's template reinforcerment system, it is further, the stupefied rectangle flitch that is of vertical back of the body, the outer wall form surface setting of laminating, horizontal two prop for the upper and lower two steel pipes that set up side by side, arrange the stupefied outside of vertical back of the body in, the interval is arranged from top to bottom, horizontal two prop through to drawing the screw rod taut the fixing on the outer wall form.
The utility model discloses the template reinforcerment system of outer wall column, it is further, L shape stull is the square steel pipe, and the adjacent two L shape stulls that are a set of are provided with the connecting block between.
The utility model discloses the template reinforcerment system of outer wall column, it is further, the connecting block is square steel pipe, both ends respectively with the L shape stull welded fastening of both sides, along the axial interval setting of L shape stull.
The utility model discloses the template reinforcerment system of outer wall post, it is further, outer wall stagnant water screw rod passes the outer wall template of outer wall both sides, and the end that is located indoor one side is fixed through butterfly kayser fastening after passing horizontal two shores, and the end that is located outdoor one side is fixed through steel backing plate and nut locking after passing relative L shape stull.
The utility model discloses the template reinforcerment system of outer wall post, it is further, the steel backing plate is located between the adjacent L shape stull, and the card is established in the L shape stull outside to lock through the nut.
The utility model discloses the template reinforcerment system of outer wall column, it is further, the length of side of steel backing plate is not less than 1.8 times of connecting block height.
The utility model discloses outer wall column's template reinforcerment system, it is further, wall column stagnant water screw rod passes wall column template perpendicularly and is located indoor outer wall template, is located indoor one end and passes through butterfly kayser fastening after horizontal two props and decide, is located that it is fixed to pass through steel backing plate and nut locking behind the relative horizontal vaulting pole to outdoor one end.
The utility model discloses the template reinforcerment system of outer wall post, it is further, minimum distance between horizontal vaulting pole and the upper and lower adjacent L shape stull is not more than 30 mm.
The utility model discloses template reinforceing system of outer wall column compares with prior art, has following beneficial effect:
the utility model discloses the template reinforcing system of outer wall post simple structure has set up prefabricated reinforcement member L shape stull at the internal corner position of handing-over of outer wall and wall post, two pairs of one set, fixed connection, prefabricated in component mill, with low costs, repeatedly usable, the on-the-spot turnover is nimble, uses convenient high-efficient; the shape is matched with the reentrant corner position, can be directly with the vertical back of the body stupefied laminating card solid at reentrant corner position, good with the laminating nature of outer wall template and wall post template, fixed fastness is good, can effectively avoid the mould phenomenon that expands.
The utility model combines the L-shaped cross brace and the transverse brace, completes the fixing of the wall column in the transverse and longitudinal directions, and the construction influence between the L-shaped cross brace and the transverse brace is less, thus greatly reducing the design difficulty of construction and the installation construction difficulty of a reinforcing system; the L-shaped cross brace is integrally installed, the outer wall water stop screw rod is arranged in a penetrating mode, the cross pull rod is connected and fixed, installation can be completed, construction is convenient, and construction efficiency is greatly improved.
The following describes the formwork reinforcing system of the outer wall column of the present invention with reference to the accompanying drawings.
Drawings
Fig. 1 is a schematic structural view of the formwork reinforcing system of the outer wall column of the present invention;
FIG. 2 is a schematic structural view of section A-A of FIG. 1;
fig. 3 is a schematic structural view of an L-shaped cross brace.
Reference numerals:
1-an outer wall template; 2-wall column formwork; 31-vertical back arris; 32-transverse double bracing; 33-oppositely pulling screw rods; 4-L-shaped cross braces; 41-connecting block; 5-transverse stay bars; 6-outer wall water stop screw; 7-cross pull rod; 8-wall column water stop screw; 91-butterfly card; 92-steel shim plate.
Detailed Description
As shown in fig. 1 to 3, the utility model discloses the template reinforcerment system of outer wall column includes outer wall reinforcement system and wall column reinforcerment system, and outer wall reinforcement system includes the stupefied 31 of the vertical back of the body and horizontal two 32 that prop in the outer wall template 1 outside, and the stupefied 31 of the vertical back of the body is the rectangle flitch that the length of a side is not less than 4mm, and the 1 surface setting of laminating outer wall template, horizontal two 32 steel pipes that prop for setting up side by side from top to bottom, arrange the stupefied 31 outside of the vertical back of the body in, arrange at upper and lower interval, and horizontal two 32 that prop are fixed.
The wall column reinforcing system comprises a vertical back ridge 31, L-shaped cross braces 4 and transverse support rods 5, wherein the vertical back ridge 31 is arranged by being attached to the outer surface of a wall column template 2, the L-shaped cross braces 4 are horizontally arranged at the internal corner part where an outer wall and a wall column are connected, the outer sides of the vertical back ridges 31 attached to the internal corner part are arranged in a group, are arranged in parallel at intervals up and down, are fixed with the outer wall template 1 through outer wall water stop screws 6 which are horizontally arranged, and are connected and fixed with the L-shaped cross braces 4 on the opposite side of the wall column through cross pull rods 7 which are horizontally arranged; the outer wall water stop screw 6 is mutually perpendicular to the cross pull rod 7, and the wall column templates 2 on two sides of the wall column are clamped through the L-shaped cross braces 4 which are oppositely arranged at symmetrical internal corners on two sides of the wall column, so that template fixation is realized.
The L-shaped cross braces 4 are square steel tubes with the side length not less than 15mm, connecting blocks 41 are arranged between two adjacent L-shaped cross braces 4 in a group, the connecting blocks 41 are the square steel tubes, two ends of each connecting block are respectively welded and fixed with the L-shaped cross braces 4 on two sides and are arranged at intervals along the axial direction of the L-shaped cross braces 4, and the two L-shaped cross braces 4 are connected into a whole, can be prefabricated and produced and are convenient to use; the outer wall water stop screw 6 penetrates through the outer wall templates 1 on two sides of the outer wall, the end on the indoor side penetrates through the transverse double-support 32 and then is locked and fixed through the butterfly clamp 91, the end on the outdoor side penetrates through the opposite L-shaped cross-support 4 and then is locked and fixed through the steel backing plate 92 and the nut, the steel backing plate 92 is positioned between the adjacent L-shaped cross-supports 4 and clamped outside the L-shaped cross-supports 4 and locked through the nut, and the side length of the steel backing plate 92 is not less than 1.8 times of the height of the connecting block 41; compared with the butterfly clamp 91, the locking is easier, and the fixing firmness of the template at the internal corner part is enhanced; the steel shim plate 92 is a rectangular steel plate with a thickness of not less than 4 mm.
Every two sets of, the vertical stupefied 31 setting in 2 outsides of horizontal laminating wall post template of horizontal vaulting pole 5 to it is fixed through wall post stagnant water screw rod 8, wall post stagnant water screw rod 8 passes wall post template 2 perpendicularly and is located indoor outer wall template 1, lies in indoor one end and passes and transversely to prop 32 back through butterfly card 91 locking fixed, lies in that outdoor one end passes behind the relative horizontal vaulting pole 5 to be fixed through steel backing plate 92 and nut locking. The minimum distance between the transverse stay 5 and the upper and lower adjacent L-shaped transverse stays 4 is not more than 30 mm.
The utility model discloses outer wall column's template reinforcerment system's construction method specifically includes following step:
firstly, erecting an external wall template 1 and a wall column template 2, and fixing the external wall template 1 through an external wall reinforcement system;
step two, arranging vertical back ridges 31 and L-shaped cross braces 4 at the internal corner positions of two sides of the wall column, and fixing the L-shaped cross braces 4 on the external wall template 1 through external wall water stop screws 6;
step three, arranging cross pull rods 7 at the outer end parts of L-shaped cross braces 4 symmetrically arranged at two sides of the wall column, fixedly pulling the L-shaped cross braces 4 at the two sides, and tensioning and fixing the wall column templates 2 at the two sides of the wall column;
fourthly, arranging a transverse stay bar 5 on the outer side surface of the wall column, and fixing the transverse stay bar through a wall column water stop screw 8;
and step five, after the concrete pouring construction is finished, the template and the reinforcing system are dismantled, and the L-shaped cross brace 4 can be integrally reused.
The above-mentioned embodiments are only for describing the preferred embodiments of the present invention, and are not intended to limit the scope of the present invention, and various modifications and improvements made by those skilled in the art without departing from the design spirit of the present invention should fall into the protection scope defined by the claims of the present invention.
Claims (9)
1. Template reinforcerment system of outer wall post, including outer wall reinforcerment system and wall post reinforcerment system, outer wall reinforcerment system includes vertical back of the body stupefied (31) and horizontal two (32) that prop in the outer wall template (1) outside, its characterized in that: the wall column reinforcing system comprises a vertical back edge (31), L-shaped cross braces (4) and transverse support rods (5), wherein the vertical back edge (31) is arranged by being attached to the outer surface of a wall column template (2), the L-shaped cross braces (4) are horizontally arranged at internal corner positions where an outer wall and a wall column are connected, the outer sides of the vertical back edges (31) attached to the internal corner positions are arranged in pairs and arranged in parallel at intervals up and down, the vertical back edges are fixed with the outer wall template (1) through horizontally arranged outer wall water stop screws (6), and the horizontally arranged cross pull rods (7) are connected and fixed with the L-shaped cross braces (4) on one side opposite to the wall column; every two horizontal brace rods (5) are set in a group and horizontally attached to vertical back ridges (31) on the outer side of the wall column template (2) and are fixed through a wall column water stop screw (8).
2. The formwork reinforcement system for an exterior wall column of claim 1, wherein: vertical back of the body stupefied (31) are the rectangle flitch, and the setting of laminating outer wall template (1) surface, and horizontal two props (32) are the two steel pipes that set up side by side from top to bottom, arrange vertical back of the body stupefied (31) outside in, and the interval is arranged from top to bottom, and horizontal two props (32) are through straining tensile screw rod (33) to fix on outer wall template (1).
3. The formwork reinforcement system for an exterior wall column of claim 1, wherein: the L-shaped cross braces (4) are square steel tubes, and a connecting block (41) is arranged between every two adjacent L-shaped cross braces (4).
4. The formwork reinforcement system for an exterior wall column of claim 3, wherein: the connecting block (41) is a square steel pipe, two ends of the connecting block are respectively welded and fixed with the L-shaped cross braces (4) on two sides, and the connecting block is arranged along the axial direction of the L-shaped cross braces (4) at intervals.
5. The formwork reinforcement system for an exterior wall column of claim 1, wherein: the outer wall water stop screw (6) penetrates through the outer wall templates (1) on two sides of the outer wall, the end located on one indoor side penetrates through the transverse double-support (32) and then is locked and fixed through the butterfly clamp (91), and the end located on one outdoor side penetrates through the opposite L-shaped transverse support (4) and then is locked and fixed through the steel base plate (92) and the nut.
6. The formwork reinforcement system for an exterior wall column of claim 5, wherein: the steel backing plate (92) is positioned between the adjacent L-shaped cross braces (4), clamped on the outer sides of the L-shaped cross braces (4) and locked by nuts.
7. The formwork reinforcement system for an exterior wall column of claim 5, wherein: the side length of the steel backing plate (92) is not less than 1.8 times of the height of the connecting block (41).
8. The formwork reinforcement system for an exterior wall column of claim 1, wherein: wall post stagnant water screw rod (8) are passed wall post template (2) perpendicularly and are located indoor outer wall template (1), are located indoor one end and pass horizontal two and prop (32) after fixed through butterfly card (91) locking, lie in outdoor one end and pass behind relative horizontal vaulting pole (5) through steel backing plate (92) and nut locking fixed.
9. The formwork reinforcement system for an exterior wall column of claim 1, wherein: the minimum distance between the transverse stay bar (5) and the L-shaped transverse stays (4) adjacent up and down is not more than 30 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020415809.1U CN212027115U (en) | 2020-03-27 | 2020-03-27 | Template reinforcing system of outer wall column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020415809.1U CN212027115U (en) | 2020-03-27 | 2020-03-27 | Template reinforcing system of outer wall column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212027115U true CN212027115U (en) | 2020-11-27 |
Family
ID=73488388
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020415809.1U Expired - Fee Related CN212027115U (en) | 2020-03-27 | 2020-03-27 | Template reinforcing system of outer wall column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212027115U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113090009A (en) * | 2021-03-30 | 2021-07-09 | 晟通科技集团有限公司 | Template combination |
-
2020
- 2020-03-27 CN CN202020415809.1U patent/CN212027115U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113090009A (en) * | 2021-03-30 | 2021-07-09 | 晟通科技集团有限公司 | Template combination |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN212027115U (en) | Template reinforcing system of outer wall column | |
| CN210917855U (en) | Reinforcing device for super-thick steel plate shear wall template | |
| CN212956151U (en) | Cast-in-place beam flange plate template system | |
| CN209760968U (en) | Integrated louver-shaped fence | |
| CN215055345U (en) | Deformation joint inner formwork reinforcing part and deformation joint formwork reinforcing structure | |
| CN214834751U (en) | High-rise concrete batter post structure die carrier supports and connection structure | |
| CN213571565U (en) | Assembled bridge floor protection device | |
| CN218862115U (en) | Template fixture | |
| CN216766787U (en) | Template fastening clamping device is pour in construction | |
| CN112127515A (en) | Connecting device for precast concrete external wall panels | |
| CN217925039U (en) | Beam column structural support reinforcing system | |
| CN221291737U (en) | Self-reinforced steel positioning clamping groove combined type template | |
| CN221073471U (en) | Circulated template strutting arrangement of haunching roof beam | |
| CN219411802U (en) | A equipment template for unilateral support | |
| CN220813980U (en) | Combined end mould frame for construction of pipe gallery deformation joint | |
| CN214090989U (en) | Adjustable beam template fixing device | |
| CN220167506U (en) | Supporting structure for reinforcing side beam template | |
| CN220116971U (en) | Tunnel pavement concrete rapid construction device | |
| CN218639926U (en) | T beam-ends portion side form and end mould connected node | |
| CN220953747U (en) | Combined concrete ditch template reinforcing device | |
| CN220909108U (en) | Floor side template supporting system with floor holes inside | |
| CN218843330U (en) | Clamping connection structure for concrete beam connection | |
| CN218467083U (en) | Vertical lines template structure of outer wall | |
| CN220203195U (en) | Super thick bottom plate reinforcing bar support structure | |
| CN217461707U (en) | Anti-drop's building protection network mechanism |
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: 20201127 Termination date: 20210327 |