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CN109537890B - Wall-penetrating bolt positioning system and building template construction method - Google Patents

Wall-penetrating bolt positioning system and building template construction method Download PDF

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Publication number
CN109537890B
CN109537890B CN201910073586.7A CN201910073586A CN109537890B CN 109537890 B CN109537890 B CN 109537890B CN 201910073586 A CN201910073586 A CN 201910073586A CN 109537890 B CN109537890 B CN 109537890B
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China
Prior art keywords
wall
plate
universal
penetrating
bolt
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CN201910073586.7A
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CN109537890A (en
Inventor
曹海峰
张灵巧
刘国林
姚奇
李广飞
彭遥
田沙沙
郭金达
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Hebei Runlin New Material Technology Co ltd
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Hebei Runlin New Material Technology Co ltd
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/065Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/065Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
    • E04G17/0655Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts
    • E04G17/0657Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts fully recoverable

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The invention relates to a wall penetrating bolt positioning system which structurally comprises a shaping template, a universal plate, a bridge cylinder, a wall penetrating bolt, a die top and a sleeve. The templates are assembled on two sides of the wall respectively, the universal plates are parallel and opposite to the two sides of the wall, and two sides of the universal plates are connected with the plane templates. And opening a preset bolt hole at the installation position of the through-wall bolt, and placing the bridge cylinder into the patio part for screwing. Penetrating the through-wall bolts from the opened preset bolt holes to the opposite through-wall bolt holes. Penetrating the die top, the sleeve, the die top and the bridge cylinder into the wall penetrating bolts from the opposite wall surfaces, and screwing the bridge cylinder. The invention realizes the integral assembly formwork supporting of the whole face formwork in the pouring process of the wall body, ensures that the formworks on the two faces of the wall body can support the two side plates at the positions of the bolt holes, can form a coaxial drawknot system through the wall penetrating bolts and the keels, ensures the size of the wall surface, cancels the cement top formwork rod supported in the traditional formworks, simplifies the formwork supporting process, improves the efficiency and reduces the cost.

Description

Wall-penetrating bolt positioning system and building template construction method
Technical Field
The invention relates to a plastic formwork supporting device, in particular to a wall-penetrating bolt positioning system and a building formwork constructing method.
Background
When the building construction is carried out, the formwork is required to be supported on the wall body and the column body of the building and the structure, and the formwork structure is required to be stably fastened, and the formworks on two sides are required to be connected and fixed by using through-wall bolts. In the construction of the prior building structure, steel bars are firstly bound, then a formwork is supported, a steel formwork or an aluminum alloy formwork is adopted, the formwork is spliced into a required shape, holes are required to be punched in the formwork, then a wall penetrating bolt sleeved with a sleeve is penetrated from the punched position and screwed and fixed, and the wall penetrating bolt is taken out after the concrete is solidified and reaches the performance standard. The original template construction can only be combined into a whole large-height template on one side, the other side is required to be penetrated with wall penetrating bolts one by one in a single piece in a decomposition mode, a sleeve is placed between the two templates from a place where the templates are not installed after perforation, and the sleeve is penetrated on the holes. The inside that original wood form punching position corresponds is because the densely covered steel bar for the needs of split bolt shuttle in the steel bar, skew to the face of the mould face of leading to, and not perpendicular to face to there is certain slope, if directly screw up the both sides mountain-shaped card of split bolt, has the danger of slope. In order to ensure the parallelism between the two planes, a cement top mold supporting component needs to be added between the two plate surfaces, but the technical requirement of operation needs to be carried out by a professional experienced worker, and the cement top mold supporting component is complex and labor-consuming. The above problems make the formwork supporting process of the formwork complex, the operation difficult and the formwork reuse rate low.
Disclosure of Invention
The invention aims to provide a through-wall bolt positioning system and a building template construction method, which are used for solving the problems that the existing formwork supporting technology is complex in process, difficult to operate, incapable of supporting a formwork on the whole surface and low in efficiency.
The invention is realized in the following way: a through-wall bolt positioning system comprises a shaping template, a universal plate, a bridge cylinder, a through-wall bolt, a die top and a sleeve; the plurality of shaping templates are spliced into two wall templates, two adjacent shaping templates are fixedly connected by the universal plate, the thickness of the universal plate is the same as that of the shaping templates, the plane of the shaping templates is flush with the bottom surface of the universal plate, the planes of the two wall templates are arranged oppositely, and the positions of the universal plates on the two wall templates correspond to each other; the bridge cylinder is cylindrical and distributed on the universal plate at intervals, the connection mode between the bridge cylinder and the universal plate is clamping connection, the sleeve is arranged between two wall templates, the die tops are arranged at two ends of the sleeve, the die tops are inserted on the bridge cylinder, the through-wall bolts penetrate through the universal plate, the bridge cylinder, the die tops and the sleeve, and two ends of the through-wall bolts are fixed on the universal plate.
The universal plate comprises a panel, a partition plate, a plate ridge, a connecting hole part and a courtyard part; the panel is a long strip plate, a plurality of partition plates are uniformly distributed along the length direction of the panel, the partition plates are mutually perpendicular to the panel, the two side surfaces of the partition plates are respectively overlapped with the two side surfaces of the panel, the plate ridge is a rectangular cylinder, the plate ridge is distributed at two corners on the upper part of the partition plates, the length of the plate ridge is the same as that of the panel, a unit body is arranged between two adjacent partition plates, a part plate is arranged in the middle of the unit body to divide the unit body into two parts along the length direction of the panel, namely the connecting hole part and the patio part; the front side and the rear side of the patio are respectively provided with a side rib, the side ribs are provided with operation holes, and the partition plates at the two ends of the patio are respectively provided with a barrel shoulder; an upper hole rib and a lower hole rib are respectively arranged on the upper surface and the lower surface of the connecting hole part, two ends of the upper hole rib and the lower hole rib are respectively connected with the partition plate and the partition plate, the upper part of the upper hole rib is connected with the plate ridges on two sides, and a connecting hole is formed between the upper hole rib and the lower hole rib; and the panel of the patio part is provided with a concealed bolt hole.
The bottoms of the two sides of the bridge cylinder are provided with convex blocks which are symmetrical relative to the central axis of the bridge cylinder.
The die top comprises a big pipe and a small pipe, the big pipe is communicated with the small pipe, the inner diameter of the big pipe is identical to the outer diameter of the sleeve, and the outer diameter of the small pipe is identical to the inner diameter of the bridge cylinder.
A building template construction method based on a through-wall bolt positioning system comprises the following steps:
a. respectively assembling templates at two sides of a wall body to be poured, arranging a plurality of universal plates at two sides of the wall body, aligning the universal plates at two sides of the wall body in parallel along the wall surface, arranging shaping templates at two sides of the universal plates, wherein the plate surfaces of the universal plates and the plate surfaces of the shaping templates are positioned on the same plane, and the plate surfaces of the universal plates at two sides of the wall body are arranged towards the inner side of the wall body;
b. opening hidden bolt holes on universal plates on two sides of a wall body, which are required to be connected with wall penetrating bolts in a penetrating way, putting a bridge cylinder into a courtyard part where the opened hidden bolt holes are positioned, and rotationally fixing;
c. preparing a wall penetrating bolt with one end screwed with a nut, and enabling one end without screwed nuts to penetrate through corresponding open hidden bolt holes on two sides of a wall;
d. sequentially penetrating and connecting a die top, a sleeve, a die top and a bridge cylinder at the penetrating end of the wall penetrating bolt, and rotationally fixing the bridge cylinder in the courtyard part of the universal plate;
e. and the nut is screwed at the penetrating end of the wall penetrating bolt, so that the wall penetrating bolt is fixed and is in a tensioning state.
The through-wall bolts are distributed according to construction requirements, and the hidden bolt holes of the through-wall bolts are not penetrated and connected to maintain a sealing state.
The invention uses the latest universal plate structure and is matched with the bridge cylinder to innovate the wall-penetrating bolt system, the universal plate is provided with the patio part, the bottom surface of the patio part is provided with the hidden bolt hole, the patio part is provided with the cylinder shoulder structure for clamping the bridge cylinder, and the bridge cylinder is cylindrical and can contain the wall-penetrating bolt to penetrate through. The wall face template is integrally supported, opposite wall face templates are arranged on two sides of a wall body to be poured, positions of the universal plates on the two wall face templates are guaranteed to correspond to each other, so that a through-wall bolt and a sleeve can penetrate through the two wall face templates, the sleeve between the two wall face templates is fixed on a patio part mounting bridge cylinder, the sleeve and the two bridge cylinders are internally supported, and finally two ends of the through-wall bolt are screwed by using nuts, so that the through-wall bolt is fixed, and the nuts and the through-wall bolt form external tensioning. After the construction is finished, the nut is screwed off, the wall penetrating bolt is pulled out, and the whole wall surface template can be detached. The through-wall bolt system is of a rear-mounted coaxial stress structure, is internally propped and externally clamped, eliminates the traditional cement mold propping support rod, and does not generate internal stress.
The invention realizes the integral assembly formwork supporting of the whole face formwork in the pouring process of the wall body, ensures that the formworks on the two faces of the wall body can support the two side plates at the positions of the bolt holes, can form a coaxial drawknot system through the wall penetrating bolts and the keels, ensures the size of the wall surface, cancels the cement top formwork rod supported in the traditional formworks, simplifies the formwork supporting process, improves the efficiency and reduces the cost.
Drawings
Fig. 1 is a schematic structural view of the present invention.
Fig. 2 is a schematic structural view of the bridge cylinder of the present invention.
Fig. 3 is a top view of the bridge cartridge of the present invention.
FIG. 4 is a schematic structural view of the universal plate of the present invention.
FIG. 5 is a perspective view of a universal plate of the present invention.
In the figure: 1. a bridge cylinder; 2. a die top; 3. wall penetrating bolts; 4. a sleeve; 5. a universal plate; 6. shaping a template; 1-1, a cylinder; 1-2, protruding blocks; 1-3, occlusion teeth; 1-4, convex edges; 5-1, a panel; 5-2, a separator; 5-3, plate ridges; 5-4, connecting hole parts; 5-5, a patio part; 5-6, separating plates; 5-7, upper hole ribs; 5-8, lower hole ribs; 5-9, connecting holes; 5-10, slurry discharging holes; 5-11, side ribs; 5-12, an operation hole; 5-13, a concealed bolt hole; 5-14, a barrel shoulder; 5-15, ridge and ditch; 5-16, a pedestal; 5-17, bridge abutment.
Detailed Description
As shown in fig. 1, the invention comprises a shaping template 6, a universal plate 5, a bridge cylinder 1, a wall penetrating bolt 3, a die top 2 and a sleeve 4. The shaping templates 6 and the universal plates 5 are used for being spliced into wall templates, one universal plate 5 is arranged between two adjacent shaping templates 6, the universal plates 5 and the shaping templates 6 are fixedly connected through connecting pieces, the thickness of the universal plates 5 is the same as that of the shaping templates 6, and after the universal plates 5 are fixedly connected with the shaping templates 6, the bottom surfaces of the universal plates 5 are flush with the plane of the shaping templates 6. The wall surface templates are two, the two wall surface templates are oppositely arranged, the planes of the two wall surface templates are positioned on the inner side, and the positions of the universal plates 5 on the two wall surface templates correspond to each other. The cylindrical bridge cylinders 1 are arranged on the universal plate 5 at intervals, and the bridge cylinders 1 are clamped on the universal plate 5. The sleeve 4 is arranged between two wall templates, the die tops 2 are arranged at two ends of the sleeve 4, and the die tops 2 are inserted into the bridge cylinder 1. The wall penetrating bolt 3 passes through the universal plate 5, the bridge cylinder 1, the die top 2 and the sleeve 4, and two ends of the wall penetrating bolt 3 are fixed on the universal plate 5.
As shown in fig. 2 and 3, the bridge cylinder 1 comprises a cylinder body 1-1, a lug 1-2 and a meshing tooth 1-3; the inner wall of the cylinder body 1-1 is provided with threads, the convex blocks 1-2 are arranged at the lower parts of the two sides of the cylinder body 1-1, and the engaging teeth 1-3 are arranged at the upper end of the cylinder body 1-1. The lug 1-2 is symmetrical about the central axis of the cylinder 1-1, the right side surface of the lug 1-2 is a vertical plane along the diameter direction of the cylinder 1-1, the left side surface of the lug 1-2 is a vertical plane tangent to the outer wall of the cylinder 1-1, the upper end surface and the lower end surface of the lug 1-2 are both horizontal planes, and the lower end surface is level with the lower end surface of the cylinder 1-1. The inner side surface and the outer side surface of the convex plate are respectively overlapped with the inner wall and the outer wall of the cylinder body 1-1. The number of the engaging teeth 1-3 is several, and the engaging teeth 1-3 are uniformly distributed around the central axis of the cylinder body 1-1, and the space between two adjacent engaging teeth 1-3 can just accommodate one engaging tooth 1-3 to be placed in. The two sides of the cylinder body 1-1 are also provided with vertical ribs 1-4, the upper ends of the ribs 1-4 are flush with the upper end face of the cylinder body 1-1, the lower ends of the ribs 1-4 are connected with the upper end face of the convex block 1-2, and the right side faces of the ribs 1-4 are flush with the right side faces of the convex blocks 1-2. The biting teeth 1-3 are located at positions with ribs 1-4.
As shown in fig. 4 and 5, the universal plate 5 includes a face plate 5-1, a partition plate 5-2, a plate ridge 5-3, a connecting hole portion 5-4, and a patio portion 5-5. The panel 5-1 is a long strip plate, a plurality of baffle plates 5-2 are uniformly distributed along the length direction of the panel 5-1, the baffle plates 5-2 are mutually perpendicular to the panel 5-1, two side surfaces of the baffle plates 5-2 are respectively overlapped with two side surfaces of the panel 5-1, the plate ridge 5-3 is a rectangular cylinder, the plate ridge 5-3 is distributed at two corners of the upper part of the baffle plates 5-2, the length of the plate ridge 5-3 is identical to that of the panel 5-1, a unit body is arranged between two adjacent baffle plates 5-2, a part plate 5-6 is arranged in the middle of the unit body to divide the unit body into two parts along the length direction of the panel 5-1, and the two parts are respectively a connecting hole part 5-4 and a patio part 5-5. The front and back sides of the patio 5-5 are respectively provided with a side rib 5-11, the side rib 5-11 is provided with an operation hole 5-12, and the partition plates 5-2 and the separating plates 5-6 at the two ends of the patio 5-5 are respectively provided with a barrel shoulder 5-14. The upper and lower surfaces of the connecting hole part 5-4 are respectively provided with an upper hole rib 5-7 and a lower hole rib 5-8, two ends of the upper hole rib 5-7 and the lower hole rib 5-8 are respectively connected with the partition plate 5-2 and the separating plate 5-6, the upper part of the upper hole rib 5-7 is connected with the plate ridges 5-3 on two sides, and a universal plate 5 connecting hole 5-9 is formed between the upper hole rib 5-7 and the lower hole rib 5-8. The shape of the universal plate 5 connecting holes 5-9 is rectangular, and the height of the universal plate 5 connecting holes 5-9 is the same as the height of the universal plate 5 connecting holes 5-9 of the shaping template 6 matched with the universal plate 5. A ridge groove 5-15 is formed between two plate ridges 5-3 at the upper part of the upper hole rib 5-7, two ends of the ridge groove 5-15 are connected with the partition plate 5-2 and the partition plate 5-6, a pedestal 5-16 which is flush with the upper surface of the plate ridge 5-3 is arranged in the middle of the ridge groove 5-15, a bridge abutment 5-17 protruding out of the upper surface of the plate ridge 5-3 is arranged on the pedestal 5-16, and the pedestal 5-16 and the partition plate 5-2 are parallel to each other. The lower hole ribs 5-8 are provided with a plurality of slurry discharging holes 5-10 along the width direction of the panel 5-1. The panel 5-1 of the patio 5-5 is provided with a hidden bolt hole 5-13. The barrel shoulders 5-14 are provided with vertical long grooves, one sides of the bottoms of the barrel shoulders 5-14 are provided with notches, the vertical long grooves are communicated with the notches, and the notches on the two barrel shoulders 5-14 are opposite sides. The width of the sub-plates 5-6 is slightly smaller than that of the partition plate 5-2, and cover plates can be arranged on two sides of the universal plate 5 to seal the side surfaces of the universal plate 5.
The wall penetrating bolt 3 comprises a screw, nuts are screwed at two ends of the screw, baffle plates are respectively arranged at the inner sides of the two nuts, the screw penetrates through a wall body and then screws the nuts at the two ends, the nuts are contacted with the baffle plates, and the baffle plates are pressed on the universal plate 5 and the shaping template 6. The sleeve 4 is a circular tube, and the length of the sleeve is determined according to the thickness of the wall body. The die top 2 comprises a big pipe and a small pipe, the big pipe is communicated with the small pipe, the inner diameter of the big pipe is the same as the outer diameter of the sleeve 4 and is used for inserting the sleeve 4 into the die top 2, and the outer diameter of the small pipe is the same as the inner diameter of the bridge cylinder 1 and is used for inserting the die top 2 into the bridge cylinder 1.
A building template construction method based on a through-wall bolt positioning system comprises the following steps:
a. the template is assembled respectively at the wall body both sides that need pour, sets up a plurality of universal boards 5 in the both sides of wall body, and the universal boards 5 of wall body both sides are aligned along the wall is parallel, sets up shaping template 6 in the both sides of universal board, and the face of universal board 5 is located the coplanar with the face of shaping template 6, and the face of the universal board 5 of wall body both sides all sets up towards the wall body inboard.
b. The hidden bolt holes 5-13 on the universal plates 5 on the two sides of the wall body, which are required to be connected with the through-wall bolts 3 in a penetrating way, are opened, and the bridge cylinder 1 is placed into the courtyard part 5-5 where the opened hidden bolt holes 5-13 are positioned and is rotationally fixed.
c. Preparing a through-wall bolt 3 with one end screwed with a nut, and enabling one end without screwed nuts to pass through corresponding open hidden bolt holes 5-13 on two sides of the wall body.
d. The penetrating end of the wall penetrating bolt 3 is sequentially penetrated and connected with the die top 2, the sleeve 4, the die top 2 and the bridge cylinder 1, and the bridge cylinder 1 is rotationally fixed in the courtyard part 5-5 of the universal plate 5.
e. The nut is screwed at the penetrating end of the wall penetrating bolt 3, so that the wall penetrating bolt 3 is fixed and in a tensioning state.
Wherein the through-wall bolts 3 are uniformly distributed, and the hidden bolt holes 5-13 which do not penetrate through the through-wall bolts 3 are not opened to maintain a sealing state.
The invention uses the latest universal plate 5 structure and is matched with the bridge cylinder 1 to innovate a wall penetrating bolt 3 system, a patio part 5-5 is arranged on the universal plate 5, a hidden bolt hole 5-13 is arranged on the bottom surface of the patio part 5-5, a cylinder shoulder 5-14 structure for clamping the bridge cylinder 1 is arranged on the patio part 5-5, and the bridge cylinder 1 is cylindrical and can accommodate the wall penetrating bolt 3 to penetrate through. During construction, the prepared shaping templates 6 are connected into a large wall template through the universal plates 5, then the wall templates are integrally erected, opposite wall templates are arranged on two sides of a wall body to be poured, the positions of the universal plates 5 on the two wall templates are guaranteed to correspond to each other, so that the wall penetrating bolts 3 and the sleeves 4 can penetrate through the two wall templates, the sleeves 4 between the two wall templates are fixed by installing the bridge cylinders 1 at the patio parts 5-5, the sleeves 4 and the two bridge cylinders 1 form internal support, finally the two ends of the wall penetrating bolts 3 are screwed by using nuts, the wall penetrating bolts 3 are fixed, and the nuts and the wall penetrating bolts 3 form external tension. After the construction is finished, the nuts are screwed down, the through-wall bolts 3 are pulled out, and the whole template can be separated from the poured concrete wall without being disassembled and separated.
The invention realizes the assembly and formwork support of the whole face formwork in the wall pouring process, simplifies the formwork support process, improves the efficiency, uses universal parts, can be reused, and reduces the cost.

Claims (4)

1. The wall-penetrating bolt positioning system is characterized by comprising a shaping template, a universal plate, a bridge cylinder, a wall-penetrating bolt, a die top and a sleeve; the plurality of shaping templates are spliced into two wall templates, two adjacent shaping templates are fixedly connected by the universal plate, the thickness of the universal plate is the same as that of the shaping templates, the plane of the shaping templates is flush with the bottom surface of the universal plate, the planes of the two wall templates are arranged oppositely, and the positions of the universal plates on the two wall templates correspond to each other; the bridge cylinders are cylindrical and are distributed on the universal plate at intervals, the connection mode between the bridge cylinders and the universal plate is clamping connection, the sleeve is arranged between the two wall templates, the die tops are arranged at two ends of the sleeve, the die tops are inserted on the bridge cylinders, the through-wall bolts penetrate through the universal plate, the bridge cylinders, the die tops and the sleeve, and two ends of the through-wall bolts are fixed on the universal plate; the universal plate comprises a panel, a partition plate, a plate ridge, a connecting hole part and a courtyard part; the panel is a long slat, a plurality of clapboards are uniformly distributed along the length direction of the panel, the clapboards are mutually perpendicular to the panel, two side surfaces of the clapboards are respectively overlapped with two side surfaces of the panel, the plate ridge is a rectangular cylinder, the plate ridge is distributed at two corners on the upper part of the clapboards, the length of the plate ridge is the same as that of the panel, a unit body is arranged between two adjacent clapboards, a partition plate is arranged in the middle of the unit body to divide the unit body into two parts along the length direction of the panel, namely the connecting hole part and the patio part; the front side and the rear side of the patio are respectively provided with a side rib, the side ribs are provided with operation holes, and the partition plates at the two ends of the patio are respectively provided with a barrel shoulder; an upper hole rib and a lower hole rib are respectively arranged on the upper surface and the lower surface of the connecting hole part, two ends of the upper hole rib and the lower hole rib are respectively connected with the partition plate and the partition plate, the upper part of the upper hole rib is connected with the plate ridges on two sides, and a connecting hole is formed between the upper hole rib and the lower hole rib; a panel of the patio part is provided with a hidden bolt hole; the bottoms of the two sides of the bridge cylinder are provided with convex blocks which are symmetrical relative to the central axis of the bridge cylinder.
2. The through-wall bolt positioning system according to claim 1, wherein the die top comprises a large pipe and a small pipe, the large pipe is communicated with the small pipe, the inner diameter of the large pipe is the same as the outer diameter of the sleeve, and the outer diameter of the small pipe is the same as the inner diameter of the bridge cylinder.
3. A construction method of a building template based on the through-wall bolt positioning system as claimed in claim 1 or 2, characterized in that the construction method comprises the following steps:
a. respectively assembling templates at two sides of a wall body to be poured, arranging a plurality of universal plates at two sides of the wall body, aligning the universal plates at two sides of the wall body in parallel along the wall surface, arranging shaping templates at two sides of the universal plates, wherein the plate surfaces of the universal plates and the plate surfaces of the shaping templates are positioned on the same plane, and the plate surfaces of the universal plates at two sides of the wall body are arranged towards the inner side of the wall body;
b. opening hidden bolt holes on universal plates on two sides of a wall body, which are required to be connected with wall penetrating bolts in a penetrating way, putting a bridge cylinder into a courtyard part where the opened hidden bolt holes are positioned, and rotationally fixing;
c. preparing a wall penetrating bolt with one end screwed with a nut, and enabling one end without screwed nuts to penetrate through corresponding open hidden bolt holes on two sides of a wall;
d. sequentially penetrating and connecting a die top, a sleeve, a die top and a bridge cylinder at the penetrating end of the wall penetrating bolt, and rotationally fixing the bridge cylinder in the courtyard part of the universal plate;
e. and the nut is screwed at the penetrating end of the wall penetrating bolt, so that the wall penetrating bolt is fixed and is in a tensioning state.
4. The construction method of the building formwork according to claim 3, wherein the through-wall bolts are distributed according to construction requirements, and the hidden bolt holes of the through-wall bolts are not penetrated and kept in a sealing state.
CN201910073586.7A 2019-01-25 2019-01-25 Wall-penetrating bolt positioning system and building template construction method Active CN109537890B (en)

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CN109537890B true CN109537890B (en) 2023-10-13

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CN110056187B (en) * 2019-05-27 2024-05-24 中建四局建设发展有限公司 Building structure of steel combined template
CN113585723B (en) * 2021-09-29 2022-01-18 天津仝元材料科技有限公司 Assembling method of building shaped formwork non-right-angle wall formwork
CN113585750B (en) * 2021-09-29 2022-01-18 天津仝元材料科技有限公司 Method for reinforcing end socket structure template based on Tornado

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EP0128626A2 (en) * 1983-06-08 1984-12-19 Gerardus Van Rijn A spacer for a concrete shuttering
CN2893058Y (en) * 2006-03-03 2007-04-25 林双俤 Concrete shuttering counter-drawing combine external member
CN201144521Y (en) * 2007-12-29 2008-11-05 陕西航天租赁有限公司 Big formwork split bolt capable of positioning wall thickness
CN204590577U (en) * 2015-04-13 2015-08-26 河北润林新材料科技有限公司 Strip plastic formwork
CN204590590U (en) * 2015-04-13 2015-08-26 河北润林新材料科技有限公司 A kind of template bolt hole
CN107268995A (en) * 2017-07-25 2017-10-20 河北润林新材料科技有限公司 Cast template splices bridge plate and its application method
CN209556376U (en) * 2019-01-25 2019-10-29 河北润林新材料科技有限公司 A kind of through-wall bolt locating system

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