CN220150990U - Wall post reinforcing apparatus - Google Patents
Wall post reinforcing apparatus Download PDFInfo
- Publication number
- CN220150990U CN220150990U CN202321649591.6U CN202321649591U CN220150990U CN 220150990 U CN220150990 U CN 220150990U CN 202321649591 U CN202321649591 U CN 202321649591U CN 220150990 U CN220150990 U CN 220150990U
- Authority
- CN
- China
- Prior art keywords
- wall
- steel back
- mirror surface
- transverse
- steel
- 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
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 27
- 241000357293 Leptobrama muelleri Species 0.000 claims abstract description 65
- 239000002023 wood Substances 0.000 claims abstract description 25
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 23
- 239000010959 steel Substances 0.000 claims abstract description 23
- 230000000149 penetrating effect Effects 0.000 claims abstract description 9
- 230000002093 peripheral effect Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 12
- 230000007306 turnover Effects 0.000 abstract description 4
- 238000009434 installation Methods 0.000 abstract description 3
- 239000000463 material Substances 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 4
- 239000002002 slurry Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 238000005498 polishing Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 210000001503 joint Anatomy 0.000 description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000011156 evaluation Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to a wall column reinforcing device which comprises a mirror surface wood template, galvanized square steel pipes serving as vertical secondary keels, steel back edges serving as transverse main keels and wall penetrating bolts and nuts; the galvanized square steel pipes are uniformly arranged outside a wall or column space surrounded by the mirror surface wood template along the transverse direction and are tightly attached to the outer side surface of the mirror surface wood template; the steel back edges are longitudinally and equidistantly arranged on the outer sides of the galvanized square steel pipes, the steel back edges arranged on the outer sides of the opposite mirror surface wood templates are fixedly connected through the wall penetrating bolts and nuts and penetrate through the opposite mirror surface wood templates, and meanwhile the galvanized square steel pipes are fixed on the outer sides of the mirror surface wood templates. The turnover and the transportation are convenient, the turnover times are high, and the construction cost is reduced. The vertical keel of the shear wall template has the advantages that the stress surface of the vertical keel of the shear wall template is enlarged, the natural die expanding phenomenon is overcome, the vertical and flatness control of the wall surface is realized, the specification is uniform, the side surface is provided with a round hole for connecting and positioning, the connection and the assembly are convenient, the weight is light and convenient to operate, and the installation efficiency of workers is improved.
Description
Technical Field
The utility model relates to a wall column reinforcement technology for basement wall columns, nonstandard layer wall columns and other parts of a building project, in particular to a wall column reinforcement device.
Background
In recent years, with the steady development of the building industry and the continuous updating and lifting of construction requirements, the pursuit of the building construction on quality is increasingly important, and new materials and new technologies are continuously integrated in the building industry.
In order to realize the concept of reducing the cost and improving the efficiency, the forming quality of concrete in the construction process, the perpendicularity and the flatness of wall columns are improved, the risks of slurry leakage and wall body mold expansion are reduced, the superiority of the construction quality in the evaluation is ensured, the purpose of promoting the market in the field is achieved, and the brand awareness is improved. At present, in the building industry, the high-rise most adopts an aluminum mould quick-release system, and for low-rise, basement and nonstandard layer positions, as cost control and quality requirements in the construction process cannot be compatible, a traditional reinforcing system of batten and double steel pipes is still adopted, the problems of poor wall column forming quality, larger section size deviation, or risks of mould expansion, slurry leakage and the like, large later polishing cost, poor forming quality, high project construction cost and the like are caused.
Disclosure of Invention
The utility model aims to provide a novel wall column reinforcing device which aims to solve the problems of high cost for later polishing, poor forming quality, high project construction cost and the like of the concrete expansion mould and slurry leakage risk existing in the existing wall surface or cylindrical surface reinforcing body.
In order to achieve the purpose, the utility model provides a wall column reinforcing device which comprises a mirror surface wood template, galvanized square steel pipes serving as vertical secondary keels, steel back edges serving as transverse main keels and wall penetrating bolts and nuts;
the galvanized square steel pipes are uniformly arranged outside a wall or column space surrounded by the mirror surface wood template along the transverse direction and are clung to the outer side surface of the mirror surface wood template;
the steel back edges are longitudinally and equidistantly arranged on the outer sides of the galvanized square steel pipes, the steel back edges arranged on the outer sides of the opposite mirror surface wood templates are fixedly connected through the wall penetrating bolts and nuts penetrating the opposite mirror surface wood templates, and meanwhile the galvanized square steel pipes are fixed on the outer sides of the mirror surface wood templates.
The steel back corrugated pipe is characterized by further comprising a transverse keel joint and a bolt, wherein the transverse keel joint and the bolt are used for connecting two adjacent steel back ridges, two ends of the transverse keel joint are sleeved on opposite ends of the two adjacent steel back ridges, and the bolt is downwards inserted into the through holes from the top at the two ends to fix the transverse keel joint and the steel back ridges.
The connecting rod further comprises a male and female corner reinforcing sleeve connecting rod which is used for connecting two steel back edges which are perpendicular to each other and are at the turning part of the outer wall, wherein the length of the steel back edges exceeds 2 meters.
The steel back ridge is connected with the steel back ridge at two sides of the wall surface section.
The wall comprises a wall surface hole or a wall with the length of less than or equal to 2 meters, and is characterized by further comprising a transverse steel back edge, wherein two ends of the transverse steel back edge are lapped on two steel back edges which are opposite to each other and are positioned at two sides of the external corner of the wall, and each end of the transverse steel back edge is fixed on the corresponding steel back edge through a bayonet.
The top end of the diagonal brace is supported at the junction of the lower part of the steel back ridge at the set position and the corresponding galvanized square steel pipe; the lower ends of the diagonal braces are abutted against the peripheral ground.
Vertical square timber is arranged between the adjacent mirror face timber templates.
Vertical square timber is arranged between the adjacent mirror face timber templates; the side of the galvanized square steel pipe is provided with a connecting positioning hole.
The beam bottom support is arranged at the bottom of the bottommost steel back ridge, and is an independently adjustable jacking.
The utility model has the advantages that: the deformation of the material is small, the random cutting on site is stopped, and the material loss is small. The installation and operation are convenient and simple, the material turnover and transportation are convenient, the turnover times are high, and the construction cost is reduced. The vertical keel of the shear wall template has the advantages that the stress surface of the vertical keel of the shear wall template is enlarged, the natural die expanding phenomenon is overcome, the vertical and flatness control of the wall surface is realized, the specification is uniform, the side surface is provided with a round hole for connecting and positioning, the connection and the assembly are convenient, the weight is light and convenient to operate, and the installation efficiency of workers is improved.
Drawings
Fig. 1 is a top view of a wall stud reinforcing apparatus after assembly.
Fig. 2 is a schematic view of a male and female corner reinforcing socket rod.
Fig. 3 is a schematic view of an overshutch.
Fig. 4 is a side end view of a wall stud reinforcing apparatus after assembly.
Detailed Description
In order to solve the problems of concrete expansion mould and slurry leakage risk existing in the existing wall or column surface reinforcement body, large polishing cost in the later stage, poor forming quality, high project construction cost and the like, the embodiment provides a wall column reinforcement device shown in fig. 1, which comprises a mirror surface wood template 1, a galvanized square steel pipe 2 serving as a vertical secondary keel, a steel back rib 3 serving as a transverse main keel and a wall penetrating bolt and nut 4; the galvanized square steel pipes 2 are uniformly arranged outside a wall or column space surrounded by the mirror surface wood template 1 along the transverse direction and are tightly attached to the outer side surface of the mirror surface wood template 1; the steel back ribs 3 are longitudinally and equidistantly arranged on the outer side of the galvanized square steel pipe 2, the steel back ribs 3 arranged on the outer side of the opposite mirror surface wood templates 1 are fixedly connected through the wall penetrating bolts and nuts 4 and penetrate through the opposite mirror surface wood templates 1, and meanwhile the galvanized square steel pipe 2 is fixed on the outer side face of the mirror surface wood templates 1.
The steel back edge connecting device further comprises a transverse keel joint 5 and a bolt 6, wherein the transverse keel joint 5 and the bolt 6 are used for connecting two adjacent steel back edges 3, two ends of the transverse keel joint 5 are sleeved on opposite ends of the two adjacent steel back edges 3, and the bolt 6 is downwards inserted into the through holes from the top at the two ends to fix the transverse keel joint 5 and the steel back edges 3.
The connecting rod is characterized by further comprising a male and female corner reinforcing sleeve connecting rod 7 for connecting two steel back edges 3 which are perpendicular to each other and are at the turning part of the outer wall with the length of more than 2 meters.
The steel back edge connecting device is characterized by further comprising a bayonet 8 for connecting two steel back edges 3 on two sides of a wall surface section or two steel back edges 3 which are perpendicular to each other and are matched with a male and female angle reinforcing sleeve connecting rod 7 to connect a turning part of an outer wall with the length of more than 2 meters, and in specific operation, a hook at one end of a screw rod of the bayonet 8 penetrates through the male and female angle reinforcing sleeve connecting rod 7 or a hole formed in the steel back edge and then is hooked on a hole formed in the other steel back edge, and then the steel back edges are screwed and fixed through a fixing nut of the bayonet 8.
And the transverse steel back ridge 9 is overlapped on two opposite steel back ridges 3 (301 and 302 shown in fig. 1) at two sides of the external corner of a wall with the wall opening or the length less than or equal to 2 meters, and each end is fixed on the corresponding steel back ridge 3 (301 and 302 shown in fig. 1) through a bayonet 8.
The steel back ridge is characterized by further comprising inclined struts 10 symmetrically arranged outside the wall space as shown in fig. 2, wherein the top ends of the inclined struts 10 are supported at the junction of the lower part of the steel back ridge 3 at the set position and the corresponding galvanized square steel pipe 2; the lower end of the diagonal brace 10 abuts against the peripheral ground.
Vertical square timber is arranged between the adjacent mirror face timber templates 1 for hard blocking, namely no sponge strip is adhered between the templates.
In addition, as can be seen from fig. 2, the side surface of the galvanized square steel pipe 2 is provided with a connecting and positioning hole 11, so that the steel back edge 3 of the transverse main keel and the through-wall bolt and nut 4 are conveniently fixed.
The construction process of the wall column reinforcing device suitable for reinforcing the wall surface and the cylindrical surface provided by the embodiment is as follows: (1) the vertical beams (namely, galvanized square pipes 2) are stretched to the clear height of the wall, one vertical beam is placed every 250mm on the basis of the vertical beam at the butt joint of the residual space of the template (mirror surface wood template), all the vertical beams are fully distributed after being fixed by common nails, and the vertical beams of the whole room are installed by analogy;
(2) the first beam (namely the steel back edge 3) is reversely 200mm upwards from the ground and is fixed on a through-wall nail, the inner wall and the outer wall are simultaneously fixed by nuts (namely the fixing is finished through a through-wall bolt and nut 4), the beams are connected through butt joints, namely the series connection is finished through a transverse keel joint 5 and a bolt 6, and the like, the net size of the uppermost beam and the wall is 200mm, the wall height is 3m, and 5 beams are preferable;
(3) when a section (such as a doorway) of the wall surface appears, the used buckle 8 is connected to the cross beam, a screw rod with a hook at one end of the used buckle 8 passes through a perforation on one cross beam and then is hooked and clamped on a perforation on the other cross beam, and the screw rod is fixed by a nut of the used buckle 8;
(4) the internal corner and the external corner with the wall length larger than 2m, two cross beams intersecting at the turning position of the external wall are matched and connected and fixed by adopting an internal and external corner sleeve, namely an internal and external corner reinforcing sleeve connecting rod 7 and a through buckle 8, so that the angle of the shear wall during construction is ensured, the phenomenon that the traditional construction internal and external corner nodes are difficult to treat is avoided, and the specification is 300mm;
(5) external angle of hole and wall length less than or equal to 2 m: a transverse rib 9 with the length of 600mm, namely a transverse steel back rib, is vertically overlapped on steel back ribs 301 and 302 of the wall bodies at two sides, and is firmly fixed by a fastener 8;
(6) diagonal bracing: the inclined supports are required to be arranged, the distance between the inclined supports is not more than 2m, the wall body with the width being more than 2m is required to be provided with at least two inclined supports, and the distance between the inclined supports and the wall edge is not more than 50cm;
(7) and (3) supporting a beam bottom: the independent adjustable jacking is characterized in that the supporting distance is less than or equal to 1200mm.
Claims (9)
1. A wall stud reinforcing apparatus, characterized in that: the steel back edge comprises a mirror surface wood template (1), a galvanized square steel pipe (2) serving as a vertical secondary keel, a steel back edge (3) serving as a transverse main keel and a through-wall bolt and nut (4);
the galvanized square steel pipes (2) are uniformly arranged outside a wall or column space surrounded by the mirror surface wood templates (1) along the transverse direction and are tightly attached to the outer side surface of the mirror surface wood templates (1);
the steel back edges (3) are longitudinally and equidistantly arranged on the outer sides of the galvanized square steel pipes (2), the steel back edges (3) arranged on the outer sides of the opposite mirror surface wood templates (1) are fixedly connected through the wall penetrating bolt nuts (4) penetrating the opposite mirror surface wood templates (1), and meanwhile the galvanized square steel pipes (2) are fixed on the outer side faces of the mirror surface wood templates (1).
2. The wall stud reinforcing device of claim 1, wherein: the steel back bridge is characterized by further comprising transverse keel joints (5) and bolts, wherein the transverse keel joints (5) and the bolts are used for connecting two adjacent steel back ridges (3), two ends of each transverse keel joint (5) are sleeved on opposite ends of the two adjacent steel back ridges (3), and the bolts (6) are downwards inserted into the through holes from the top at the two ends to fix the transverse keel joints (5) and the steel back ridges (3).
3. The wall stud reinforcing device of claim 1, wherein: the outer wall connecting rod further comprises a male and female corner reinforcing sleeve connecting rod (7) which is used for connecting two steel back edges (3) which are perpendicular to each other and are at the turning part of the outer wall, wherein the length of the steel back edges exceeds 2 meters.
4. The wall stud reinforcing device of claim 1, wherein: the steel back ridge connecting structure also comprises a bayonet (8) for connecting the steel back ridges (3) at the two sides of the wall surface section.
5. The wall stud reinforcing device of claim 1, wherein: the wall comprises a wall body, a transverse steel back ridge (9), two steel back ridges (3) which are arranged on two opposite sides of the external corner of the wall body with the length of less than or equal to 2 meters, and two ends of the transverse steel back ridge are lapped on the two opposite steel back ridges (3), and each end of the transverse steel back ridge is fixed on the corresponding steel back ridge (3) through a bayonet (8).
6. The wall stud reinforcing device of claim 1, wherein: the steel back support is characterized by further comprising inclined struts (10) symmetrically arranged outside the wall space, wherein the top ends of the inclined struts (10) are supported at the joint of the lower parts of the steel back ribs (3) at the set positions and the corresponding galvanized square steel pipes (2); the lower end of the diagonal brace (10) is abutted against the peripheral ground.
7. A wall stud reinforcing apparatus according to any one of claims 1 to 6 wherein: vertical square timber is arranged between the adjacent mirror surface timber templates (1).
8. A wall stud reinforcing apparatus according to any one of claims 1 to 6 wherein: vertical square timber is arranged between the adjacent mirror surface timber templates (1); the side face of the galvanized square steel pipe (2) is provided with a connecting and positioning hole (11).
9. A wall stud reinforcing apparatus according to any one of claims 1 to 6 wherein: the beam bottom support is arranged at the bottom of the bottommost steel back ridge (3), and is an independently adjustable jacking.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202321649591.6U CN220150990U (en) | 2023-06-27 | 2023-06-27 | Wall post reinforcing apparatus |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202321649591.6U CN220150990U (en) | 2023-06-27 | 2023-06-27 | Wall post reinforcing apparatus |
Publications (1)
Publication Number | Publication Date |
---|---|
CN220150990U true CN220150990U (en) | 2023-12-08 |
Family
ID=89008818
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202321649591.6U Active CN220150990U (en) | 2023-06-27 | 2023-06-27 | Wall post reinforcing apparatus |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN220150990U (en) |
-
2023
- 2023-06-27 CN CN202321649591.6U patent/CN220150990U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN109518989B (en) | Multifunctional supporting jacking device for assembled building | |
CN110644664A (en) | Fabricated building construction method and laminated slab construction supporting system | |
CN108589767B (en) | Turnbuckle single-sided vertical die inclined throwing and supporting device and construction method thereof | |
CN105926942A (en) | Construction method of combined aluminum/steel frame wood-plastic formwork system | |
CN112482434B (en) | Shaped large formwork vertical thin-wall side wall and construction method | |
CN110821159A (en) | Steel-structure large-span adjustable floor support plate supporting structure and construction method thereof | |
CN112709430A (en) | Template device based on BIM | |
CN111395754A (en) | Method for implementing formwork supporting system | |
CN118049049A (en) | General column hoop and construction method for cast-in-situ special-shaped frame column by using general column hoop | |
CN110821148A (en) | Construction method of template combination system for non-standard layer | |
CN220150990U (en) | Wall post reinforcing apparatus | |
CN211647306U (en) | Floor carrier plate bearing structure with adjustable steel construction large-span | |
CN113152893A (en) | Template for building construction and using method | |
CN112267676A (en) | Formwork erecting method for settlement joint wall in narrow space of high-rise building | |
CN112049415A (en) | Construction method of cornice formwork | |
CN215803219U (en) | Stair template | |
CN212336729U (en) | Formwork supporting system | |
CN201943345U (en) | Tool-type steel bracket for horizontal formwork | |
CN213440258U (en) | Concrete beam pouring mold | |
CN111764516B (en) | Recyclable light steel structure and concrete prefabricated plate structure system and construction method thereof | |
CN212642116U (en) | Oblique roofing template strutting arrangement | |
CN210341966U (en) | Basic cushion cap instrumentization template structure | |
CN211369529U (en) | A template for expansion joint department | |
CN210738108U (en) | Pipe truss girder and pipe truss column flange plate mounting die | |
CN210563382U (en) | Shear wall integral assembly large formwork |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |