CN113503019A - Support system for post-cast strip - Google Patents
Support system for post-cast strip Download PDFInfo
- Publication number
- CN113503019A CN113503019A CN202110882971.3A CN202110882971A CN113503019A CN 113503019 A CN113503019 A CN 113503019A CN 202110882971 A CN202110882971 A CN 202110882971A CN 113503019 A CN113503019 A CN 113503019A
- Authority
- CN
- China
- Prior art keywords
- supporting
- rod
- post
- cast strip
- vertical
- 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.)
- Pending
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
- E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
- E04G25/065—Shores or struts; Chocks telescopic with parts held together by positive means by a threaded nut
Landscapes
- 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 provides a supporting system for a post-cast strip, which comprises an independent supporting unit, a post-cast strip supporting mechanism and a beam plate supporting unit. The independent supporting units are provided with two groups and are respectively arranged on two sides of the post-cast strip, and each independent supporting unit comprises a first supporting truss and a plurality of first templates. The post-cast strip supporting mechanism comprises a plurality of supporting components and a plurality of auxiliary templates; each supporting component can upwards overturn to the level setting at the auxiliary template that corresponds, and both ends respectively with the first template butt joint back in two sets of independent supporting unit, the level rotates to the auxiliary template below that corresponds to support the auxiliary template along vertical direction. The beam plate supporting unit is provided with two groups of beam plates for pouring and forming the post-cast strip along the two sides of the second direction. The supporting system for the post-cast strip provided by the invention can ensure the quick assembly and disassembly of the support at the position of the post-cast strip through the matching of the plurality of auxiliary templates and the supporting assembly, the construction efficiency is improved, and the practicability is strong.
Description
Technical Field
The invention belongs to the technical field of post-cast strip construction, and particularly relates to a supporting system for a post-cast strip.
Background
The post-cast strip is a concrete strip reserved at the corresponding position of a foundation slab, a wall and a beam according to the design or construction specification requirement in order to prevent harmful cracks possibly generated by uneven self shrinkage or uneven settlement of a cast-in-place reinforced concrete structure in the building construction. The post-cast strip temporarily divides the structure into a plurality of parts, the construction joint concrete is cast and tamped after a plurality of time after the internal contraction of the member, and the structure is connected into an integral zone. The post-cast strip can be made of pouring cement or concrete mixed with trace aluminum powder in the cement, the strength grade of the post-cast strip is higher than that of a member by one grade, and cracks between new and old concrete are prevented from forming weak parts.
In the prior art, for a support system of a post-cast strip, a post-cast strip mold frame is usually built firstly, then an independent support frame of the post-cast strip is built, and finally a top plate mold frame is built. Because the structure of die carrier is comparatively complicated, demolish the process and take trouble hard, seriously reduce the efficiency of construction, the practicality is relatively poor.
Disclosure of Invention
The embodiment of the invention provides a supporting system for a post-cast strip, and aims to solve the problem of poor practicability caused by difficulty in disassembly and assembly of the existing post-cast strip supporting system.
In order to achieve the purpose, the invention adopts the technical scheme that: there is provided a support system for a post-cast strip comprising:
the two groups of independent supporting units are arranged at intervals; setting the length direction of a post-cast strip as a first direction, and setting the horizontal direction vertical to the first direction as a second direction; the two groups of independent supporting units are used for being respectively arranged on two sides of the post-cast strip along the second direction; each independent supporting unit comprises a first supporting truss and a plurality of first templates; the first support truss is disposed along the first direction; the first templates are tiled at the top end of the first supporting truss;
the post-cast strip supporting mechanism is positioned between the two independent supporting units; comprises a plurality of supporting components and a plurality of auxiliary templates; the auxiliary templates are arranged in one-to-one correspondence with the first templates in one group of the independent supporting units, and each auxiliary template is hinged with the corresponding first template; the supporting assemblies and the auxiliary templates are arranged in a one-to-one correspondence mode, the supporting assemblies are arranged in parallel along the first direction at intervals, and each supporting assembly is horizontally and rotatably connected with the first supporting truss; each supporting assembly is used for overturning the corresponding auxiliary template upwards to be horizontally arranged, and horizontally rotating the corresponding auxiliary template to the lower part of the corresponding auxiliary template after two ends of the supporting assembly are respectively butted with the first templates in the two groups of independent supporting units so as to support the auxiliary template along the vertical direction;
the beam plate supporting units are arranged in two groups, and the two groups of beam plate supporting units are respectively arranged in one-to-one correspondence with the two groups of independent supporting units; any one group of beam slab supporting units are arranged on one side, away from the post-cast strip supporting mechanism, of the corresponding independent supporting unit along the second direction, so as to be supported together with the independent supporting units and be used for casting and molding the post-cast strip along the beam slabs on two sides of the second direction.
In one possible implementation, each of the first support trusses includes:
the first upright posts are arranged at intervals along the first direction, and each first upright post is arranged along the vertical direction;
a plurality of second vertical rods are arranged along the first direction at intervals, and each second vertical rod is arranged along the vertical direction; each second vertical rod and each first vertical rod are arranged in a one-to-one correspondence manner, and any one second vertical rod and the corresponding first vertical rod are arranged at intervals along the second direction; and
a plurality of horizontal rods are uniformly distributed between the first vertical rod and the second vertical rod which are adjacent along the first direction and the second direction, and between the first vertical rod and the first vertical rod as well as between the second vertical rod and the second vertical rod; the water connecting rods positioned between any first vertical rod and any second vertical rod, and between any first vertical rod and any second vertical rod, are arranged at intervals along the vertical direction so as to be combined with the first vertical rod and the second vertical rod together to form a supporting structure;
wherein, a plurality of first template tiling in first pole setting and the top of second pole setting.
In some embodiments/exemplarily/examples, the horizontal bar is detachably connected to the first vertical bar;
the horizontal rod is detachably connected with the second vertical rod.
In a possible implementation manner, each of the supporting assemblies is disposed in one-to-one correspondence with each of the first vertical rods, and each of the supporting assemblies includes:
the base is used for being arranged on the ground below the post-cast strip;
the supporting rod is arranged along the vertical direction, and the bottom end of the supporting rod is connected with the base;
a hinge rod having a hinge rod first end and a hinge rod second end opposite the hinge rod first end; the first end of the hinged rod is rotatably connected with the first vertical rod, and the second end of the hinged rod is rotatably connected with the supporting rod; and
the jack is arranged along the vertical direction and is provided with a fixed end and a jacking end, the fixed end is arranged at the top end of the supporting rod, and the jacking end extends upwards and is horizontally placed with the corresponding overturning auxiliary template in a butting mode.
In some embodiments/examples/illustrations, each of the hinge levers includes a link and two clasping structures; the two holding structures are respectively arranged at two ends of the connecting rod; each holding structure comprises two semicircular lantern rings and a locking bolt; both ends of each semicircular lantern ring extend outwards along the radial direction, and a through hole for the locking bolt to pass through is formed in the extending end;
and each supporting rod and each first vertical rod are provided with annular grooves for the clamping structure to be clamped in.
In some embodiments/examples/illustrations, an outer annular surface of one of the semi-circular collars is hinged to the link, and a hinge axis is horizontally disposed.
In one possible implementation, each auxiliary template comprises a plate body and a pull rod; the plate body is a rectangular plate body; the pull rod is positioned below the plate body, one end of the pull rod is hinged with the plate body, and the other end of the pull rod is hinged with the corresponding first template;
the bottom of the plate body is provided with a first hinged seat for hinging one end of the pull rod, and the bottom of the first template is provided with a second hinged seat for hinging the other end of the pull rod.
In some embodiments/exemplarily, two ends of each of the boards are in tongue-and-groove joint with two corresponding first templates along the second direction.
In one possible implementation, each of the beam-slab support units includes a second support truss and a plurality of second formworks; a plurality of second template horizontal tiling is established the top of second support truss, and with first template parallel and level sets up.
In this implementation manner/application embodiment, independent supporting units are arranged and are respectively arranged on two sides of the post-cast strip, so that the beam plates on two sides of the post-cast strip can be cast and molded to support, and the post-cast strip supporting mechanism can be guaranteed to be installed. In addition, the beam plate supporting units are arranged, the beam plates to be poured on two sides of the post-cast strip can be supported together with the independent supporting units, and the wave plate supporting units can be detached after the beam plates are formed. In addition, post-cast strip supporting mechanism has been set up, the auxiliary template is articulated with first template, can realize the upset, guarantee the work efficiency of dismouting, supporting component can support each auxiliary template respectively, cooperation through a plurality of auxiliary templates and supporting component, moreover, the steam generator is simple in structure, and easy dismounting, can guarantee the quick assembly disassembly who supports post-cast strip position department, improve the efficiency of construction, guarantee to clear up the debris in the post-cast strip position, and then guarantee the effect of pouring, therefore, the clothes hanger is strong in practicability.
Drawings
FIG. 1 is a schematic front view of a support system for a post-cast strip according to an embodiment of the present invention;
FIG. 2 is a schematic structural view at A-A of the supporting system for the post-cast strip provided by the embodiment of FIG. 1;
description of reference numerals:
10. an independent support unit; 11. a first support truss; 111. a first upright rod; 112. a second upright stanchion; 113. a horizontal bar; 12. a first template; 13. a pull rod; 20. a post-cast strip support mechanism; 21. a support assembly; 211. a base; 212. a strut; 213. a hinged lever; 214. a connecting rod; 215. a clasping structure; 216. a jack; 22. an auxiliary template; 30. a beam panel support unit; 31. a second support truss; 32. a second template; 40. post-pouring a belt; 50. a beam plate.
Detailed Description
In order to make the technical problems, technical solutions and advantageous effects to be solved by the present invention more clearly apparent, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
Referring to fig. 1 and 2 together, the supporting system for the post-cast strip according to the present invention will now be described. The support system for the post-cast strip comprises an independent support unit 10, a post-cast strip 40 support mechanism 20 and a beam plate 50 support unit 30. The longitudinal direction of the post-cast strip 40 is set to be a first direction, and the horizontal direction perpendicular to the first direction is set to be a second direction. Two groups of independent supporting units 10 are arranged, and the two groups of independent supporting units 10 are arranged at intervals; the two groups of independent supporting units 10 are respectively arranged on two sides of the post-cast strip 40 along the second direction; each independent support unit 10 includes a first support truss 11 and a plurality of first formworks 12; the first support truss 11 is disposed along a first direction; a plurality of first formworks 12 are laid on top of the first support truss 11.
The post-cast strip 40 supporting mechanism 20 is positioned between the two independent supporting units 10; comprises a plurality of supporting components 21 and a plurality of auxiliary templates 22; the plurality of auxiliary templates 22 are arranged in one-to-one correspondence with the plurality of first templates 12 in one group of independent supporting units 10, and each auxiliary template 22 is hinged with the corresponding first template 12; the plurality of support assemblies 21 and the plurality of auxiliary templates 22 are arranged in a one-to-one correspondence manner, the plurality of support assemblies 21 are arranged in parallel along a first direction at intervals, and each support assembly 21 is horizontally and rotatably connected with the first support truss 11; each supporting component 21 can be arranged to be turned over upwards to the horizontal position on the corresponding auxiliary template 22, and after two ends of each supporting component are respectively butted with the first templates 12 in the two groups of independent supporting units 10, the supporting components horizontally rotate to the lower side of the corresponding auxiliary template 22 so as to support the auxiliary template 22 along the vertical direction. After the beam slab 50 is poured, the support assembly 21 can be horizontally rotated to be separated from the abutting of the auxiliary template 22, and then the auxiliary template 22 is turned downwards to be below the first template 12, so that the position of the post-cast strip 40 is opened.
Two groups of beam plate 50 supporting units 30 are arranged, and the two groups of beam plate 50 supporting units 30 are respectively arranged corresponding to the two groups of independent supporting units 10 one by one; any group of beam plate 50 supporting units 30 are arranged on one side of the corresponding independent supporting unit 10 far away from the post-cast strip 40 supporting mechanism 20 along the second direction so as to be supported together with the independent supporting unit 10 for casting and forming the beam plates 50 on two sides of the post-cast strip 40 along the second direction.
Compared with the prior art, the support system for the post-cast strip 40 provided by the embodiment is provided with the independent support units 10 which are respectively arranged on two sides of the post-cast strip 40, so that the beam plates 50 on two sides of the post-cast strip 40 can be supported by casting, and the installation of the support mechanism 20 for the post-cast strip 40 is ensured. In addition, the girder 50 supporting unit 30 is provided to support the girder 50 to be poured on both sides of the post-cast strip 40 together with the independent supporting unit 10, and the wave plate supporting unit can be detached after the girder 50 is formed. In addition, 40 supporting mechanism 20 in post-cast strip has been set up, auxiliary template 22 is articulated with first template 12, can realize the upset, guarantee the work efficiency of dismouting, supporting component 21 can support each auxiliary template 22 respectively, cooperation through a plurality of auxiliary templates 22 and supporting component 21, moreover, the steam generator is simple in structure, and easy dismounting, can guarantee the quick assembly disassembly who supports post-cast strip 40 position department, construction efficiency is improved, guarantee to clear up the debris in post-cast strip 40 position, and then guarantee the effect of pouring, therefore, the clothes generator is strong in practicability.
In some embodiments, the first supporting truss 11 may be configured as shown in fig. 1 to 2. Referring to fig. 1 to 2, each first support truss 11 includes a first vertical rod 111, a second vertical rod 112, and a horizontal rod 113. Wherein, first pole setting 111 is equipped with a plurality ofly, and a plurality of first pole settings 111 set up along first direction interval, and every first pole setting 111 all sets up along vertical direction. A plurality of second upright posts 112 are arranged, the plurality of second upright posts 112 are arranged at intervals along a first direction, and each second upright post 112 is arranged along a vertical direction; each second vertical rod 112 and each first vertical rod 111 are arranged in one-to-one correspondence, and any one second vertical rod 112 and the corresponding first vertical rod 111 are arranged at intervals along the second direction. A plurality of horizontal rods 113 are arranged, and the plurality of horizontal rods 113 are uniformly distributed between the first vertical rod 111 and the second vertical rod 112, the first vertical rod 111 and the first vertical rod 111, and the second vertical rod 112 which are adjacent along the first direction and the second direction; the water links 214 between any of the first and second uprights 111 and 112, the first and second uprights 111 and 111, and the second and second uprights 112 and 112 are spaced apart in the vertical direction to form a support structure in combination with the first and second uprights 111 and 112. A plurality of first formworks 12 are laid on top ends of the first vertical poles 111 and the second vertical poles 112. This kind of structure can be convenient for build, and the material that involves is also comparatively general moreover, and the setting of first pole setting 111 can be guaranteed to be connected a plurality of supporting component 21, and the setting of horizon bar 113 can be guaranteed to make up first pole setting 111 and second pole setting 112 as an organic whole, can guarantee the stability of support, and then guarantees the stability of supporting component 21 and first template 12.
It should be noted that, depending on the actual usage space and volume, a plurality of diagonal rods may be added to increase the stability of the supporting structure.
In some embodiments, the first supporting truss 11 may be configured as shown in fig. 1 to 2. Referring to fig. 1 to 2, the horizontal rod 113 is detachably connected to the first vertical rod 111, the horizontal rod 113 is detachably connected to the second vertical rod 112, the structure is convenient for dismounting and mounting small pieces, and is convenient for storage and transportation, and the detachable structure is a prior art and is not described herein again.
In some embodiments, the support assembly 21 may be configured as shown in fig. 1-2. Referring to fig. 1 to 2, the support assemblies 21 are disposed in one-to-one correspondence with the first vertical rods 111, and each support assembly 21 includes a base 211, a supporting rod 212, a hinge rod 213, and a jack 216. Wherein the base 211 is adapted to be disposed on the ground below the post-cast strip 40. The supporting rod 212 is arranged along the vertical direction, and the bottom end is connected with the base 211. Hinge rod 213 has a first end of hinge rod 213 and a second end of hinge rod 213 opposite the first end of hinge rod 213; the first end of the hinge rod 213 is rotatably connected to the first upright 111, and the second end of the hinge rod 213 is rotatably connected to the support rod 212. The jack 216 is disposed along the vertical direction and has a fixed end disposed on the top of the supporting rod 212 and a pushing end extending upward and abutting against the corresponding auxiliary form 22 turned to the horizontal position.
The base 211 can be a frustum-shaped profile structure or a circular truncated cone-shaped profile structure, and the structure can increase the contact area with the bottom surface below the post-cast strip 40, so that the support stability is ensured. The supporting rod 212 may be a cylindrical long rod, and a jack 216 is provided at the top end of the supporting rod 212, which may facilitate the connection of the hinge rod 213, while the supporting rod 212 may compensate for the height of the jack 216, and the jack 216 may facilitate the adjustment, ensure stable support of the auxiliary form 22, and may facilitate the release of the supporting function. The structure is simple to operate, low in cost and high in practicability.
In some embodiments, the hinge rod 213 may be configured as shown in fig. 1-2. Referring to fig. 1 to 2, each hinge lever 213 includes a link 214 and two clasping structures 215; the two clasping structures 215 are respectively arranged at two ends of the connecting rod 214; each clasping structure 215 comprises two semicircular lantern rings and a locking bolt; both ends of each semicircular lantern ring extend outwards along the radial direction, and a through hole for the locking bolt to pass through is arranged on the extending end. Each support rod 212 and each first vertical rod 111 are provided with an annular groove for the clasping structure 215 to be clamped in. The two semicircular collars surround to form a collar structure, which can be sleeved on the supporting rod 212 or the first vertical rod 111, and the corresponding first vertical rod 111 and the corresponding supporting rod 212 can be of a cylindrical shape. This kind of structure can be convenient for the dismouting, also is convenient for simultaneously connect branch 212 on first pole setting 111, guarantees the stability that branch 212 supported.
In some embodiments, the hinge rod 213 may be configured as shown in fig. 1-2. Referring to fig. 1 to 2, an outer annular surface of one of the semicircular collars is hinged to the connecting rod 214, and the hinge axis is horizontally arranged, so that the base 211 is not easy to move because the base 211 is in contact with the ground when the supporting member 21 horizontally rotates, and the base 211 can be lifted upwards due to the hinged arrangement of the connecting rod 214, thereby facilitating the movement.
In some embodiments, the auxiliary form 22 may be configured as shown in fig. 1-2. Referring to fig. 1 to 2, each auxiliary form 22 includes a plate body and a tie bar 13; the plate body is a rectangular plate body; the pull rod 13 is located below the plate body, one end of the pull rod is hinged with the plate body, and the other end of the pull rod is hinged with the corresponding first template 12. The bottom of the plate body is provided with a first hinging seat for hinging one end of the pull rod 13, and the bottom of the first template 12 is provided with a second hinging seat for hinging the other end of the pull rod 13. The structure can ensure that the beam slab 50 is poured and finished, and the post-cast strip 40 is cleaned, the slab is turned over to the lower part of the first template 12, so that the contact between sundries and the slab can be prevented, the sundries can be conveniently and directly dropped to the lower part, and the operation, the time and the labor are saved.
In some embodiments, the auxiliary form 22 may be configured as shown in fig. 1-2. Referring to fig. 1 to 2, two ends of each plate body are in rabbet butt joint with two corresponding first formworks 12 along a second direction, and the rabbet butt joint can prevent slurry leakage and liquid leakage in the concrete pouring process and ensure the pouring effect.
In some embodiments, the beam panel 50 supporting unit 30 may have a structure as shown in fig. 1 to 2. Referring to fig. 1 to 2, each set of beam slab 50 support units 30 includes a second support truss 31 and a plurality of second formworks 32; the plurality of second formworks 32 are horizontally laid on the top end of the second support truss 31 and are arranged flush with the first formworks 12. The supporting unit 30 of the beam plate 50 can be a conventional supporting frame convenient for disassembly and assembly, and is not described herein again for the sake of the prior art.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents and improvements made within the spirit and principle of the present invention are intended to be included within the scope of the present invention.
Claims (9)
1. A support system for a post-cast strip, comprising:
the two groups of independent supporting units are arranged at intervals; setting the length direction of a post-cast strip as a first direction, and setting the horizontal direction vertical to the first direction as a second direction; the two groups of independent supporting units are used for being respectively arranged on two sides of the post-cast strip along the second direction; each independent supporting unit comprises a first supporting truss and a plurality of first templates; the first support truss is disposed along the first direction; the first templates are tiled at the top end of the first supporting truss;
the post-cast strip supporting mechanism is positioned between the two independent supporting units; comprises a plurality of supporting components and a plurality of auxiliary templates; the auxiliary templates are arranged in one-to-one correspondence with the first templates in one group of the independent supporting units, and each auxiliary template is hinged with the corresponding first template; the supporting assemblies and the auxiliary templates are arranged in a one-to-one correspondence mode, the supporting assemblies are arranged in parallel along the first direction at intervals, and each supporting assembly is horizontally and rotatably connected with the first supporting truss; each supporting assembly is used for overturning the corresponding auxiliary template upwards to be horizontally arranged, and horizontally rotating the corresponding auxiliary template to the lower part of the corresponding auxiliary template after two ends of the supporting assembly are respectively butted with the first templates in the two groups of independent supporting units so as to support the auxiliary template along the vertical direction;
the beam plate supporting units are arranged in two groups, and the two groups of beam plate supporting units are respectively arranged in one-to-one correspondence with the two groups of independent supporting units; any one group of beam slab supporting units are arranged on one side, away from the post-cast strip supporting mechanism, of the corresponding independent supporting unit along the second direction, so as to be supported together with the independent supporting units and be used for casting and molding the post-cast strip along the beam slabs on two sides of the second direction.
2. The support system for a post-cast strip of claim 1, wherein each of the first support trusses comprises:
the first upright posts are arranged at intervals along the first direction, and each first upright post is arranged along the vertical direction;
a plurality of second vertical rods are arranged along the first direction at intervals, and each second vertical rod is arranged along the vertical direction; each second vertical rod and each first vertical rod are arranged in a one-to-one correspondence manner, and any one second vertical rod and the corresponding first vertical rod are arranged at intervals along the second direction; and
a plurality of horizontal rods are uniformly distributed between the first vertical rod and the second vertical rod which are adjacent along the first direction and the second direction, and between the first vertical rod and the first vertical rod as well as between the second vertical rod and the second vertical rod; the water connecting rods positioned between any first vertical rod and any second vertical rod, and between any first vertical rod and any second vertical rod, are arranged at intervals along the vertical direction so as to be combined with the first vertical rod and the second vertical rod together to form a supporting structure;
wherein, a plurality of first template tiling in first pole setting and the top of second pole setting.
3. The support system for a post-cast strip of claim 2, wherein the horizontal bar is removably connected to the first vertical bar;
the horizontal rod is detachably connected with the second vertical rod.
4. The support system for a post-cast strip as claimed in claim 2, wherein each of the support assemblies is disposed in one-to-one correspondence with each of the first uprights, each of the support assemblies comprising:
the base is used for being arranged on the ground below the post-cast strip;
the supporting rod is arranged along the vertical direction, and the bottom end of the supporting rod is connected with the base;
a hinge rod having a hinge rod first end and a hinge rod second end opposite the hinge rod first end; the first end of the hinged rod is rotatably connected with the first vertical rod, and the second end of the hinged rod is rotatably connected with the supporting rod; and
the jack is arranged along the vertical direction and is provided with a fixed end and a jacking end, the fixed end is arranged at the top end of the supporting rod, and the jacking end extends upwards and is horizontally placed with the corresponding overturning auxiliary template in a butting mode.
5. A support system for a post-cast strip according to claim 4, characterised in that each said articulated mast comprises a connecting rod and two clasping structures; the two holding structures are respectively arranged at two ends of the connecting rod; each holding structure comprises two semicircular lantern rings and a locking bolt; both ends of each semicircular lantern ring extend outwards along the radial direction, and a through hole for the locking bolt to pass through is formed in the extending end;
and each supporting rod and each first vertical rod are provided with annular grooves for the clamping structure to be clamped in.
6. A support system for a post-cast strip according to claim 5, wherein the outer annular surface of one of the semi-circular collars is hinged to the connecting rod with the axis of hinging lying horizontally.
7. The support system for a post-cast strip of claim 1, wherein each auxiliary form comprises a plate body and a tie bar; the plate body is a rectangular plate body; the pull rod is positioned below the plate body, one end of the pull rod is hinged with the plate body, and the other end of the pull rod is hinged with the corresponding first template;
the bottom of the plate body is provided with a first hinged seat for hinging one end of the pull rod, and the bottom of the first template is provided with a second hinged seat for hinging the other end of the pull rod.
8. The support system for a post-cast strip as claimed in claim 7, wherein each of the two ends of each of the panels is tongue and groove mated with two corresponding ones of the first forms along the second direction.
9. The support system for a post-cast strip of claim 1, wherein each set of the beam panel support units includes a second support truss and a plurality of second formworks; a plurality of second template horizontal tiling is established the top of second support truss, and with first template parallel and level sets up.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110882971.3A CN113503019A (en) | 2021-08-02 | 2021-08-02 | Support system for post-cast strip |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110882971.3A CN113503019A (en) | 2021-08-02 | 2021-08-02 | Support system for post-cast strip |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN113503019A true CN113503019A (en) | 2021-10-15 |
Family
ID=78014792
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110882971.3A Pending CN113503019A (en) | 2021-08-02 | 2021-08-02 | Support system for post-cast strip |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113503019A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115045532A (en) * | 2022-07-25 | 2022-09-13 | 中建二局第二建筑工程有限公司中原分公司 | Post-cast strip bearing structure subsides for building construction |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202627495U (en) * | 2012-06-21 | 2012-12-26 | 中国建筑第五工程局有限公司 | Beam slab late poured band template supporting system |
| CN204645613U (en) * | 2015-05-12 | 2015-09-16 | 中建三局第二建设工程有限责任公司 | A kind of alter-pouring strips mould plate with tipping platform |
| CN110700574A (en) * | 2019-09-19 | 2020-01-17 | 江苏省苏中建设集团股份有限公司 | Post-cast strip supporting structure and construction method thereof |
| KR20200059826A (en) * | 2018-11-22 | 2020-05-29 | 이형태 | Folder type rib-lath concrete form system |
| CN212689566U (en) * | 2020-06-02 | 2021-03-12 | 山西广业建设工程有限公司 | Floor post-cast strip support system |
-
2021
- 2021-08-02 CN CN202110882971.3A patent/CN113503019A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202627495U (en) * | 2012-06-21 | 2012-12-26 | 中国建筑第五工程局有限公司 | Beam slab late poured band template supporting system |
| CN204645613U (en) * | 2015-05-12 | 2015-09-16 | 中建三局第二建设工程有限责任公司 | A kind of alter-pouring strips mould plate with tipping platform |
| KR20200059826A (en) * | 2018-11-22 | 2020-05-29 | 이형태 | Folder type rib-lath concrete form system |
| CN110700574A (en) * | 2019-09-19 | 2020-01-17 | 江苏省苏中建设集团股份有限公司 | Post-cast strip supporting structure and construction method thereof |
| CN212689566U (en) * | 2020-06-02 | 2021-03-12 | 山西广业建设工程有限公司 | Floor post-cast strip support system |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115045532A (en) * | 2022-07-25 | 2022-09-13 | 中建二局第二建筑工程有限公司中原分公司 | Post-cast strip bearing structure subsides for building construction |
| CN115045532B (en) * | 2022-07-25 | 2023-11-28 | 中建二局第二建筑工程有限公司 | Sedimentation post-pouring belt supporting structure for house construction |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110439270B (en) | Construction method of post-cast strip disassembly-free support system | |
| JP2019533098A (en) | Joint groove integrated form and method of using the same | |
| CN209555978U (en) | A kind of cast-in-situ steel reinforced concrete manhole shaft shaping combined steel shuttering | |
| CN217000873U (en) | Bay window assembly | |
| CN113503019A (en) | Support system for post-cast strip | |
| CN113265950A (en) | Support for large cantilever bent cap construction and construction method thereof | |
| CN210684499U (en) | Hydraulic jacking device for pier column | |
| CN208379847U (en) | A kind of building prefabrication wallboard concrete pouring structure | |
| CN214883071U (en) | Porous cast-in-situ box culvert bottom plate template system | |
| CN115233562A (en) | Formwork supporting system for pouring of highway bridge engineering cover beam and construction method | |
| CN109732773A (en) | The installation node and installation method of the hinged concrete prefabricated element of support | |
| CN212670466U (en) | Steel hoop supporting structure for assembled pile foundation wharf | |
| CN207160052U (en) | A kind of skewback for connecting arcuate bead steel construction | |
| CN111809866A (en) | Suspended correction fixing formwork supporting method for large steel formwork of concrete shear wall | |
| CN215564412U (en) | Heat absorption tower derrick-free slip form construction platform | |
| CN108824452A (en) | A kind of foundation pit enclosure support system | |
| CN210636481U (en) | Stable structure for reinforcing bridge foundation pile | |
| CN218373991U (en) | Split type independent foundation bearing platform and column connection shaping die | |
| CN114411558A (en) | Construction method of assembled railway foundation | |
| CN216973130U (en) | Cast-in-place box girder centre form that convenient ann torn open | |
| CN220705169U (en) | Tool type stair formwork device | |
| CN216239369U (en) | Adjustable support structure for civil engineering building | |
| CN215368772U (en) | Concrete pouring bearing frame | |
| CN217735505U (en) | Tunnel ditch cable duct moving die carrier | |
| CN219059780U (en) | Support for large-span cast-in-situ bridge construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20211015 |