CN112663959A - Basement concrete outer wall unilateral template braced system - Google Patents
Basement concrete outer wall unilateral template braced system Download PDFInfo
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Abstract
The utility model relates to a basement concrete outer wall unilateral template braced system belongs to the field of construction technology, and it includes the body of fixed connection in the foundation ditch diapire, and the body includes four group's wall bodies, and mutually perpendicular between two sets of adjacent wall bodies, through the butt pole connection between two sets of adjacent wall bodies, the wall body includes the long cubic backup pad of polylith, and the side face that the backup pad area is the biggest is for pouring side and butt side respectively, pours the side towards the foundation ditch lateral wall, and backup pad butt side articulates there is supporting mechanism, the supporting mechanism other end articulates in subaerial, and the last locking mechanical system who has the supporting mechanism location of edge wall body length direction sliding connection of. This application has the effect that improves template stability, improves the wall body quality.
Description
Technical Field
The application relates to the field of building construction technology, in particular to a basement concrete outer wall unilateral formwork supporting system.
Background
The single-side formwork support refers to a construction method of one-side formwork support when concrete is poured, and a single-side formwork support mode is generally adopted in basement outer wall construction with a narrow operation space.
In the related art, referring to fig. 1, a formwork 2 is placed in a basement foundation pit 1, an inclined strut 3 is fixedly connected in the formwork 2, and the formwork 2 is supported by the inclined strut 3.
In view of the above-mentioned related technologies, the inventor believes that lateral pressure generated during concrete pouring is completely supported by a single-sided formwork, and the inclined strut has insufficient supporting capability on the formwork, so that a buckling phenomenon is likely to occur, and the quality of a wall body is poor.
Disclosure of Invention
In order to improve template stability, improve the wall body quality, this application provides a basement concrete outer wall unilateral template braced system.
The application provides a basement concrete outer wall unilateral template braced system adopts following technical scheme:
the utility model provides a basement concrete outer wall unilateral template braced system, includes the body of fixed connection in the foundation ditch diapire, the body includes four group's wall bodies, and mutually perpendicular between two sets of adjacent wall bodies, connect through the butt pole between two sets of adjacent wall bodies, the wall body includes the long cubic backup pad of polylith, the side face that the backup pad area is the biggest is respectively for pouring side and butt side, pours the side towards the foundation ditch lateral wall, backup pad butt side articulates there is supporting mechanism, the supporting mechanism other end articulates in subaerial, there is the locking mechanical system with the supporting mechanism location along wall body length direction sliding connection on the supporting mechanism.
By adopting the technical scheme, the supporting mechanism is fixed at the current position by the locking mechanism, so that the supporting capacity of the supporting mechanism is improved, the template is supported by the supporting mechanism, the stability of the template is improved, and the quality of a wall body is improved.
Optionally, the support mechanism includes a first support rod hinged to the abutting side of the support plate, one end of the first support rod away from the support plate is inclined towards the direction close to the ground, the abutting side of the support plate is fixedly connected with a first limiting block, when the first support rod abuts against the first limiting block, an included angle between one side of the first support rod facing the first limiting block and the abutting side of the template is an acute angle, a positioning block is fixedly connected to the ground, the positioning block is positioned at one side of the support plate away from the side wall of the foundation pit and is spaced from the support plate, the positioning block is hinged to one side of the support plate, one end of the second support rod away from the positioning block is inclined towards the direction away from the ground, a second limiting block is fixedly connected to one side of the support plate, and when the second support rod abuts against the second limiting block, an included angle between one side, the locking mechanism comprises a supporting block, and one end of the first supporting rod, which is far away from the template, and one end of the second supporting rod, which is far away from the positioning block, are both rotatably connected with the supporting block.
Through adopting above-mentioned technical scheme, when the template receives the concrete extrusion and when keeping away from the skew of foundation ditch lateral wall, the template promotes first bracing piece and rotates to being close to first stopper direction to through rotating with the second bracing piece, under the limiting displacement of first stopper and second stopper, first bracing piece and second bracing piece can't continue to rotate, thereby effectively support the template, improve template stability.
Optionally, the supporting plate is fixedly connected with a positioning plate on the side face, and the positioning plate is abutted to the ground and fixedly connected with the ground.
Through adopting above-mentioned technical scheme, the locating plate is fixed the backup pad lower end subaerial, increases the stability of being connected between backup pad and the ground to increase template stability.
Optionally, the backup pad is towards adjacent backup pad one side fixedly connected with joint piece, the backup pad deviates from the joint piece one side and is vertically seted up the joint groove, the vertical sliding connection of backup pad joint piece is in the joint inslot in adjacent backup pad.
Through adopting above-mentioned technical scheme, joint piece and joint groove are connected the adjacent backup pad on with same wall body to connect the backup pad on the wall body of will unifying as a whole, when single backup pad received the extrusion force that comes from the concrete, a plurality of backup pads dispersed the extrusion force, thereby improved the holistic support stability of wall body.
Optionally, the vertical sliding connection of butt joint pole is between two adjacent walls, the joint groove has vertically been seted up to joint piece one side in the butt joint pole towards the adjacent backup pad, and the joint piece sliding connection in the joint inslot on the butt joint pole in the adjacent backup pad, the butt joint pole towards the joint groove one side fixedly connected with joint piece in another adjacent backup pad, the joint piece sliding connection in the joint inslot in another adjacent backup pad on the butt joint pole.
Through adopting above-mentioned technical scheme, the butt pole is connected to adjacent wall body to be a whole with four group's wall body connections, when a set of wall body received the extrusion force that comes from the concrete, two sets of adjacent wall bodies supported this group's wall body through the butt pole, thereby increased the stability of wall body.
Optionally, one end of the first support rod, which is far away from the support plate, is fixedly connected with a first guide rod, one end of the second support rod, which is far away from the positioning block, is fixedly connected with a second guide rod, the axes of the first guide rod and the second guide rod are vertically arranged, and the first guide rod and the second guide rod are rotatably connected in the support block.
Through adopting above-mentioned technical scheme, first guide bar, second guide bar and supporting shoe are connected first bracing piece and second bracing piece to make the locating piece support the wall body through first bracing piece, supporting shoe and second bracing piece, effectively improve the stability of template.
Optionally, a first guide groove and a second guide groove are horizontally formed in the supporting block along the length direction of the wall body, the first guide groove is parallel to the second guide groove, the first guide rod is connected in the first guide groove in a sliding mode, the second guide rod is connected in the second guide groove in a sliding mode, a third guide groove is horizontally arranged in the supporting block, the length direction of the third guide groove is perpendicular to the supporting plate, the third guide groove is located between the first guide groove and the second guide groove and communicates the first guide groove with the second guide groove, the first guide groove, the second guide groove and the third guide groove form a U-shaped groove, and the supporting block is connected with the anchoring rod through a connecting mechanism.
By adopting the technical scheme, the sliding support block enables the first guide rod to slide into the third guide groove from the first guide groove, and the second guide rod slides into the third guide groove from the second guide groove; the supporting block continues to slide to enable the first guide rod and the second guide rod to slide in opposite directions, so that extrusion force borne by the first supporting rod and the second supporting rod is reduced, and the first supporting rod and the second supporting rod are conveniently detached.
Optionally, a third limiting block is slidably connected in the supporting block along the length direction of the third sliding groove, and when the first guide rod is located in the first guide groove and is away from one end of the third guide groove and the second guide rod is located in the second guide groove and is away from one end of the third guide groove, the third limiting block abuts against the first guide rod and the second guide rod.
By adopting the technical scheme, when the third limiting block abuts against the first guide rod and the second guide rod simultaneously, the third limiting block increases the stability of the first guide rod and the second guide rod in the supporting block, and the supporting stability of the wall body by the supporting mechanism is effectively improved.
Optionally, the ground connecting mechanism includes a vertically arranged second connecting rod, the two ends of the second connecting rod are fixedly connected with connecting hooks, the upper end of the anchoring rod is fixedly connected with a first connecting ring, the lower surface of the supporting block is fixedly connected with a second connecting ring, the connecting hooks at the lower end of the second connecting rod are hooked in the first connecting ring, and the connecting hooks at the upper end of the second connecting rod are hooked in the second connecting ring.
Through adopting above-mentioned technical scheme, the anchor rod provides the pulling force to the supporting shoe in vertical direction to make the supporting shoe fix at the current position, effectively increase supporting shoe stability, thereby improve the support stability of bracing piece mechanism to the wall body, improve template stability.
In summary, the present application includes at least one of the following beneficial technical effects:
1. when the support plate is extruded by concrete, the lower end of the support plate is fixed at the current position under the action of the positioning block and the foundation bolt, the support plate pushes the first support rod to rotate towards the direction close to the first limiting block, the first support rod pushes the second support block to rotate towards the direction close to the second limiting block through the support block, and the positioning block supports the support plate through the first support rod, the support block and the second support rod, so that the stability of the support plate is effectively improved;
2. the third limiting block has a limiting effect on the sliding of the first guide rod and the second guide rod in the supporting block, and the anchoring rod has a limiting effect on the supporting block through the connecting mechanism, so that the stability of the supporting block at the current position is improved, and the stability of the supporting mechanism is improved;
3. the connecting mechanism comprises a third connecting rod, two first connecting rings and two connecting hooks, so that the connecting mechanism is convenient to disassemble and assemble.
Drawings
FIG. 1 is a drawing of the related art of the present application;
FIG. 2 is a schematic view of a connection relationship between an overall structure and a foundation pit according to an embodiment of the present application;
FIG. 3 is a partial structure of the embodiment of the present application, which is mainly used for showing the body;
FIG. 4 is a schematic view of a partial structural section of an embodiment of the present application, which is mainly used for showing a supporting mechanism and a connecting mechanism;
FIG. 5 is a schematic cross-sectional view of a portion of the structure of an embodiment of the present application, which is mainly used for showing a supporting mechanism;
fig. 6 is a schematic partial structural section view of an embodiment of the present application, which is mainly used for showing a locking mechanism.
Description of reference numerals: 1. a foundation pit; 2. a template; 3. a diagonal brace; 4. a body; 41. a support plate; 42. a butting rod; 43. a clamping assembly; 431. a clamping block; 432. a clamping groove; 44. positioning a plate; 5. a support mechanism; 51. a first support bar; 52. a second support bar; 53. positioning blocks; 54. a first stopper; 55. a second limiting block; 6. a locking mechanism; 61. a support block; 611. a first guide groove; 612. a second guide groove; 613. a third guide groove; 614. a yielding groove; 615. a chute; 62. a first guide bar; 63. a second guide bar; 64. a third limiting block; 65. a first connecting rod; 7. an anchoring rod; 8. a connecting mechanism; 81. a second connecting rod; 82. a first connecting ring; 83. a second connection ring; 84. and (4) connecting hooks.
Detailed Description
The present application is described in further detail below with reference to figures 2-6.
The embodiment of the application discloses basement concrete outer wall unilateral template braced system. Referring to fig. 2, a basement concrete outer wall unilateral template braced system includes body 4, be provided with a plurality of supporting mechanism 5 on body 4, supporting mechanism 5 is located body 4 and deviates from 1 lateral wall one side of foundation ditch, supporting mechanism 5 one end is connected, the other end is connected with template 2, all be provided with locking mechanical system 6 on the supporting mechanism 5, locking mechanical system 6 is fixed with supporting mechanism 5, can dismantle the connection between the adjacent locking mechanical system 6, subaerial fixedly connected with anchor rod 7, anchor rod 7 passes through coupling mechanism 8 and is connected with locking mechanical system 6.
Referring to fig. 2 and 3, the body 4 includes four groups of walls, adjacent walls are perpendicular to each other, adjacent walls are connected to each other by a butt joint rod 42, and the butt joint rod 42 abuts against the adjacent walls.
Referring to fig. 3, the wall body includes four support plates 41 vertically and fixedly connected to the ground, adjacent support plates 41 abut against each other, and 431 adjacent support plates 41 are connected by a clamping assembly 43. The supporting plate 41 is a rectangular plate, two side faces with the largest area of the supporting plate 41 are a pouring side face and an abutting side face respectively, the pouring side face faces the side wall of the foundation pit 1, the abutting side face is fixedly connected with a positioning plate 44, the side face of the positioning plate 44 abuts against the ground, and the positioning plate 44 is fixedly connected to the ground through foundation bolts. Clamping subassembly 43 includes fixed connection in backup pad 41 towards the joint piece 431 of adjacent backup pad 41 one side, and joint piece 431 is trapezoidal piece, and backup pad 41 deviates from joint piece 431 one side and has vertically seted up joint groove 432, and the vertical sliding connection of joint piece 431 on backup pad 41 is in the joint groove 432 on adjacent backup pad 41.
The adjacent support plates 41 are connected through the clamping blocks 431 and the clamping grooves 432, and when a single support plate 41 is extruded by concrete and deviates, the multiple support plates 41 are connected and share the extrusion force applied to the single support plate 41, so that the overall stability of the formwork 2 is improved.
Referring to fig. 3, two side surfaces of the abutting rods 42 facing the adjacent wall are a convex side surface and a concave side surface respectively. The convex side face is fixedly connected with a clamping block 431, and the clamping block 431 is vertically connected in a clamping groove 432 on the supporting plate 41 of the adjacent wall body in a sliding mode. The concave side is vertically provided with a clamping groove 432, and the clamping block 431 on the adjacent supporting plate 41 is vertically and slidably connected in the clamping groove 432. After the abutting rods 42 connect the adjacent walls, when one wall is extruded by concrete and deviates, the adjacent wall provides support for the wall through the abutting rods 42, and the stability of the formwork 2 is improved.
Referring to fig. 4 and 5, the supporting mechanism 5 includes a first supporting rod 51 hinged to the abutting side of the supporting plate 41, and the first supporting rod 51 is disposed to be inclined away from one end of the supporting plate 41 toward the ground. Subaerial through rag bolt fixedly connected with locating piece 53, locating piece 53 lie in backup pad 41 and deviate from 1 lateral wall one side of foundation ditch and set up with backup pad 41 interval, and locating piece 53 articulates towards backup pad 41 one side has second bracing piece 52, and second bracing piece 52 keeps away from locating piece 53 one end and sets up to keeping away from the slope of ground direction. One end of the first supporting rod 51 far away from the template 2 is connected with one end of the second supporting rod 52 far away from the positioning block 53 through the locking mechanism 6. The hinge point of the first support rod 51 and the template 2 is a first hinge point, the hinge point of the second support rod 52 and the positioning block 53 is a second hinge point, the connecting line of the first hinge point and the second hinge point is a positioning line, and the projection of the positioning line on the ground is perpendicular to the abutting side of the template 2.
Referring to fig. 4 and 5, the supporting plate 41 is fixedly connected with a first limiting block 54 on the side surface, the positioning block 53 is fixedly connected with a second limiting block 55 on the side facing the supporting plate 41, and the connecting line of the first limiting block 54 and the second limiting block 55 is parallel to the positioning line. The first limiting block 54 is provided with a wedge-shaped surface facing the first supporting rod 51, and when the first supporting rod 51 abuts against the wedge-shaped surface of the first limiting block 54, an included angle between the side of the first supporting rod 51 facing the first limiting block 54 and the abutting side of the formwork 2 is an acute angle. A wedge-shaped surface is formed on one side of the second limiting block 55 facing the second support bar 52, and when the second support bar 52 abuts against the wedge-shaped surface of the second limiting block 55, an included angle between one side of the second support bar 52 facing the second limiting block 55 and one side of the positioning block 53 facing the formwork 2 is an acute angle.
When the supporting plate 41 is pressed by the concrete and deviates in a direction away from the concrete, the supporting plate 41 pushes the first supporting rod 51 to rotate, the first supporting rod 51 is limited by the first limiting block 54 and stops rotating, and the first limiting block 54 supports the first supporting rod 51. The first support rod 51 pushes the second support rod 52 to rotate through the locking mechanism 6, the second support rod 52 is limited by the second limit block 55 to stop rotating, and the second limit block 55 supports the second support rod 52. The first support bar 51 and the second support bar 52 are connected by the connection mechanism 8 and support the formwork 2.
Referring to fig. 5 and 6, the locking mechanism 6 includes a supporting block 61, the first supporting rod 51 and the second supporting rod 52 are rotatably and slidably connected in the supporting block 61, and a third stopper 64 for stopping the first supporting rod 51 and the second supporting rod 52 is clamped in the supporting block 61.
Referring to fig. 5 and 6, a first guide groove 611 and a second guide groove 612 are horizontally formed in the supporting block 61 along the length direction of the wall, a first guide rod 62 is fixedly connected to one end of the first supporting rod 51, which is far away from the supporting plate 41, the axis of the first guide rod 62 is vertically arranged, the first guide rod 62 is rotatably connected to the first guide groove 611 in a sliding manner, a second guide rod 63 is fixedly connected to one end of the second supporting rod 52, which is far away from the positioning block 53, the axis of the second guide rod 63 is vertically arranged, and the second guide rod 63 is rotatably connected to the second guide groove 612 in a sliding manner. A third guide groove 613 is horizontally arranged in the supporting block 61, the length direction of the third guide groove 613 is perpendicular to the supporting plate 41, the third guide groove 613 is positioned between the first guide groove 611 and the second guide groove 612 and communicates the first guide groove 611 with the second guide groove 612, and the first guide groove 611, the second guide groove 612 and the third guide groove 613 form a U-shaped groove. When the first support rod 51 abuts against the first stopper 54, the first guide rod 62 is located at one end of the first guide groove 611 far from the third guide groove 613, and when the second support rod 52 abuts against the second stopper 55, the second guide rod 63 is located at one end of the second guide groove 612 far from the third guide groove 613.
Referring to fig. 5 and 6, an avoiding groove 614 is formed in the supporting block 61, and the first supporting rod 51 and the second supporting rod 52 are both rotatably and slidably connected in the avoiding groove 614. The side wall of the receding groove 614 is provided with a sliding groove 615 along a direction parallel to the positioning line, the third limiting block 64 is slidably connected in the sliding groove 615, and the third limiting block 64 abuts against the first guide rod 62 and the second guide rod 63.
The supporting block 61 connects the first supporting rod 51 and the second supporting rod 52, and when the support mechanism 5 needs to be detached, the sliding supporting block 61 enables the first guiding rod 62 and the second guiding rod 63 to slide into the third guiding groove 613, so that the effect of removing force from the first supporting rod 51 and the second supporting rod 52 is achieved, and the support mechanism 5 is convenient to detach.
Referring to fig. 2, the support blocks 61 are fixedly connected with first connection rods 65 toward one ends of the adjacent support blocks 61, the other ends of the first connection rods 65 are fixedly connected to the adjacent support blocks 61, and the three first connection rods 65 connect the four support blocks 61 as a whole.
Referring to fig. 3, the anchor rod 7 is vertically poured into the ground through concrete, the anchor rod 7 is located right below the supporting block 61 in the vertical direction, and the upper end of the anchor rod 7 extends out of the ground.
Referring to fig. 4, the connection mechanism 8 includes a second connection rod 81 vertically disposed, connection hooks 84 are fixedly connected to both ends of the second connection rod 81, a first connection ring 82 is fixedly connected to the upper end of the anchor rod 7, a second connection ring 83 is fixedly connected to the lower surface of the support block 61, the axes of the first connection ring 82 and the second connection ring 83 are perpendicular to the support plate 41, the connection hooks 84 at the lower end of the second connection rod 81 are hooked in the first connection ring 82, and the connection hooks 84 at the upper end of the second connection rod 81 are hooked in the second connection ring 83.
The anchor rod 7 and the second connecting rod 81 provide a tensile force to the supporting block 61 in the vertical direction, thereby restricting the sliding movement of the supporting block 61 and making the first supporting bar 51 and the second supporting bar 52 more stable.
The implementation principle of the basement concrete outer wall unilateral formwork support system of the embodiment of the application is as follows: firstly, an anchor bolt is installed at a designated place, the anchor bolt is divided into an anchor bolt for installing the positioning plate 44 and an anchor bolt for installing the positioning block 53, and the positioning block 53 is fixed by the anchor bolt for installing the positioning block 53. While embedding the anchoring rods 7 by concrete casting.
The supporting plate 41 is connected with the adjacent supporting plate 41, the clamping blocks 431 on the supporting plate 41 vertically slide into the clamping grooves 432 on the adjacent supporting plate 41, after one wall is installed, the butt rods 42 are installed at two ends of the wall in the length direction, then the adjacent two-side walls are continuously installed until all the wall installation is completed, and the adjacent walls are connected through the butt rods 42.
The first support rod 51 is mounted and supported on the support plate 41, the second support rod 52 is mounted on the positioning block 53, and the first support rod 51 and the second support rod 52 are connected by the supporting block 61. The sliding support block 61 slides the first guide rod 62 to the end of the first guide groove 611 away from the third guide groove 613, the first support rod 51 abuts against the first stopper 54, the second guide rod 63 slides to the end of the second guide groove 612 away from the third guide groove 613, and the second support rod 52 abuts against the second stopper 55. The anchor bar 7 and the supporting block 61 are connected by a second connecting bar 81.
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 (9)
1. The utility model provides a basement concrete outer wall unilateral template braced system which characterized in that: including body (4) of fixed connection in foundation ditch (1) diapire, body (4) include four groups of wall bodies, and mutually perpendicular between two sets of adjacent wall bodies, connect through butt joint pole (42) between two sets of adjacent wall bodies, the wall body includes the long cubic backup pad of polylith (41), the biggest both sides face of backup pad (41) area is respectively for pouring side and butt side, pours the side towards foundation ditch (1) lateral wall, backup pad (41) butt side articulates there is supporting mechanism (5), the supporting mechanism (5) other end articulates in subaerial, there is locking mechanical system (6) with supporting mechanism (5) location along wall body length direction sliding connection on supporting mechanism (5).
2. The basement concrete outer wall unilateral formwork support system of claim 1, characterized in that: the supporting mechanism (5) comprises a first supporting rod (51) hinged to the abutting side face of the supporting plate (41), one end, away from the supporting plate (41), of the first supporting rod (51) is obliquely arranged in a direction close to the ground, a first limiting block (54) is fixedly connected to the abutting side face of the supporting plate (41), when the first supporting rod (51) abuts against the first limiting block (54), an included angle formed by one side, facing the first limiting block (54), of the first supporting rod (51) and the abutting side face of the template (2) is an acute angle, a positioning block (53) is fixedly connected to the ground, the positioning block (53) is positioned on one side, away from the side wall of the foundation pit (1), of the supporting plate (41) and is arranged at an interval with the supporting plate (41), a second supporting rod (52) is hinged to one side, facing the supporting plate (41), one end, away from the positioning block (53), of the second, the positioning block (53) is fixedly connected with a second limiting block (55) on one side facing the supporting plate (41), when the second supporting rod (52) is abutted to the second limiting block (55), an included angle between one side of the second supporting rod (52) facing the second limiting block (55) and one side of the positioning block (53) facing the template (2) is an acute angle, the locking mechanism (6) comprises a supporting block (61), and one end of the first supporting rod (51) far away from the template (2) and one end of the second supporting rod (52) far away from the positioning block (53) are both rotatably connected with the supporting block (61).
3. The basement concrete outer wall unilateral formwork support system of claim 2, characterized in that: the supporting plate (41) is connected with a positioning plate (44) in a supporting mode, and the positioning plate (44) is connected with the ground in a supporting mode and fixedly connected with the ground.
4. The basement concrete outer wall unilateral formwork support system of claim 3, characterized in that: backup pad (41) are towards adjacent backup pad (41) one side fixedly connected with joint piece (431), backup pad (41) deviate from joint piece (431) one side and have vertically seted up joint groove (432), backup pad (41) joint piece (431) vertical sliding connection is in joint groove (432) on adjacent backup pad (41).
5. The basement concrete outer wall unilateral formwork support system of claim 4, characterized in that: the pole (42) vertical sliding connection of butt joint between adjacent two walls body, butt joint pole (42) towards joint piece (431) one side on adjacent backup pad (41) vertically seted up joint groove (432), joint piece (431) sliding connection on adjacent backup pad (41) is in joint groove (432) on butt joint pole (42), butt joint pole (42) towards joint groove (432) one side fixedly connected with joint piece (431) on another adjacent backup pad (41), joint piece (431) sliding connection on butt joint pole (42) is in joint groove (432) on another adjacent backup pad (41).
6. The basement concrete outer wall unilateral formwork support system of claim 5, characterized in that: the supporting plate is characterized in that one end of the first supporting rod (51) far away from the supporting plate (41) is fixedly connected with a first guide rod (62), one end of the second supporting rod (52) far away from the positioning block (53) is fixedly connected with a second guide rod (63), the axes of the first guide rod (62) and the second guide rod (63) are vertically arranged, and the first guide rod (62) and the second guide rod (63) are rotatably connected in the supporting block (61).
7. The basement concrete outer wall unilateral formwork support system of claim 6, characterized in that: a first guide groove (611) and a second guide groove (612) are horizontally arranged in the supporting block (61) along the length direction of the wall body, the first guide groove (611) is parallel to the second guide groove (612), the first guide rod (62) is slidably connected in the first guide groove (611), the second guide rod (63) is connected in a sliding manner in the second guide groove (612), a third guide groove (613) is horizontally arranged in the supporting block (61), the third guide groove (613) is perpendicular to the support plate (41) in the longitudinal direction, the third guide groove (613) is positioned between the first guide groove (611) and the second guide groove (612) and connects the first guide groove (611) and the second guide groove (612), the first guide groove (611), the second guide groove (612) and the third guide groove (613) form a U-shaped groove, the supporting block (61) is connected with the anchoring rod (7) through a connecting mechanism (8).
8. The basement concrete outer wall unilateral formwork support system of claim 7, characterized in that: and a third limiting block (64) is connected in the supporting block (61) in a sliding manner along the length direction of the third sliding groove (615), and when the first guide rod (62) is positioned at one end, far away from the third guide groove (613), of the first guide groove (611) and the second guide rod (63) is positioned at one end, far away from the third guide groove (613), of the second guide groove (612), the third limiting block (64) abuts against the first guide rod (62) and the second guide rod (63).
9. The basement concrete outer wall unilateral formwork support system of claim 8, characterized in that: subaerial coupling mechanism (8) are including second connecting rod (81) of vertical setting, the equal fixedly connected with coupling hook (84) in second connecting rod (81) both ends, first go-between (82) of anchor pole (7) upper end fixedly connected with, fixed surface is connected with second go-between (83) under supporting shoe (61), coupling hook (84) the hookup of second connecting rod (81) lower extreme is in first go-between (82), coupling hook (84) the hookup of second connecting rod (81) upper end is in second go-between (83).
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| CN202011594253.8A CN112663959A (en) | 2020-12-29 | 2020-12-29 | Basement concrete outer wall unilateral template braced system |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN113389194A (en) * | 2021-06-28 | 2021-09-14 | 浙江德捷建设工程有限公司 | Underground continuous wall high accuracy positioner |
| CN115822257A (en) * | 2023-02-15 | 2023-03-21 | 山西建筑工程集团有限公司 | Automatic reinforcing equipment for building wood formwork |
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| CN115822257A (en) * | 2023-02-15 | 2023-03-21 | 山西建筑工程集团有限公司 | Automatic reinforcing equipment for building wood formwork |
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