CN111980303A - Auxiliary device and construction method for construction of beam component steel reinforcement framework - Google Patents
Auxiliary device and construction method for construction of beam component steel reinforcement framework Download PDFInfo
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- CN111980303A CN111980303A CN202010714516.8A CN202010714516A CN111980303A CN 111980303 A CN111980303 A CN 111980303A CN 202010714516 A CN202010714516 A CN 202010714516A CN 111980303 A CN111980303 A CN 111980303A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
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- 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
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a beam component steel reinforcement framework construction auxiliary device and a construction method, and belongs to the technical field of reinforced concrete structure engineering construction. The invention comprises a supporting frame, a connecting rod and a stress rod; the support frame is equipped with the symmetry two sets ofly, the connecting rod is located the top of two support frames, and the both ends of connecting rod can be dismantled with the support frame that corresponds respectively and be connected, stress rod and connecting rod parallel arrangement, the both ends of stress rod respectively with the support frame sliding connection who corresponds, be equipped with the locking piece on the stress rod. Through the connecting rod with two support frame fixed connection, utilize the atress pole to slide to suitable position at the support frame, fix the atress pole on the support frame through the lock piece afterwards, lead to the atress pole to bear the vertical upper portion reinforcing bar bearing of roof beam afterwards, with the installation of steel reinforcement frame after accomplishing, with the locking effect of atress pole through relieving the lock piece, realize slowly moving down until the atress pole removes to beam formwork bottom, improve the installation effect greatly, structural safety and installation effect.
Description
Technical Field
The invention relates to the technical field of reinforced concrete structure engineering construction, in particular to a beam component steel reinforcement framework construction auxiliary device and a construction method.
Background
The beam type components in the reinforced concrete structure are usually constructed by erecting a beam template and then installing beam reinforcing steel bars, however, the cross section of the beam type components is often large in size, the beam template is difficult to bind the reinforcing steel bars in the beam template after the beam template is installed, and if the beam type components are processed in a centralized mode in a processing field and then hoisted integrally, the hoisting workload is large, the beam type components are difficult to accurately place and unsafe.
Disclosure of Invention
The invention aims to overcome the defects in the prior art, and provides an auxiliary device and a construction method for beam member steel reinforcement framework construction.
In order to achieve the purpose, the invention adopts the following technical scheme:
a beam member steel reinforcement framework construction auxiliary device comprises a support frame, a connecting rod and a stress rod; the support frame is equipped with the symmetry two sets ofly, the connecting rod is located the top of two support frames, the both ends of connecting rod can be dismantled with the support frame that corresponds respectively and be connected, atress pole and connecting rod parallel arrangement, the both ends of atress pole respectively with the support frame sliding connection that corresponds, be equipped with the locking piece on the atress pole.
Further preferred scheme, the support frame includes base, pole setting and vaulting pole, the vertical fixed setting of pole setting is on the upper surface of base, vaulting pole one end fixed connection is in the pole setting, other end fixed connection is on the base.
Further preferred scheme, the connecting rod includes member and sleeve, the member is equipped with two, two the one end of member can be dismantled with the top of the pole setting that corresponds respectively and be connected, the other end is all fixed and is provided with the lead screw, telescopic both ends are inside all fixed be provided with correspond lead screw accordant connection's silk cover, telescopic middle part sets up the regulation hole.
Further preferred scheme, the atress pole is including adjusting pole and pin, and two are adjusted the pole and are all included pole tail, pole body and pole head, two the one end of pole tail respectively with corresponding pole setting sliding connection, the other end and the equal fixedly connected with pole body fixed connection who corresponds, two the pole body is kept away from the equal fixedly connected with pole head of one end of the pole tail that corresponds, two the pole head center all is provided with the preformed hole, the pin passes two preformed holes in proper order and connects two pole heads.
According to a further preferable scheme, the rod tail is provided with two oppositely-opened sliding grooves in sliding fit with the vertical rod, the rod tail is provided with a screw thread, the screw thread is connected with a locking piece through threads, and the locking piece is a screw cap.
A construction method of a beam member steel reinforcement framework construction auxiliary device comprises the following steps:
the method comprises the following steps: device installation: after the beam template is installed, two groups of support frames are respectively placed on two sides of the beam template, a stress rod is installed on each group of support frames, a connecting rod is installed at the top end of each support frame according to the width of the beam, and two adjusting rods in the stress rods are connected into a whole by pins;
step two: device adjustment: adjusting the height of the stress rod according to the height of the beam, screwing a locking piece on the screw thread, and fixing two rod tails on the vertical rods of the corresponding support frames respectively;
step three: and (3) construction of a steel reinforcement framework: placing the longitudinal stressed steel bars at the upper parts of the beam steel bars on the bar bodies of the two adjusting bars, and sequentially installing beam stirrups and lower steel bars to complete the construction operation of the beam steel bar framework;
step four: positioning the steel bar framework: after the beam steel reinforcement framework is manufactured, slowly loosening the locking piece on the screw thread at the tail of the rod in the opposite direction, and enabling the two adjusting rods to slowly slide onto the beam bottom template along the vertical rod of the supporting frame;
step five: the device is then removed against the installation sequence.
Compared with the prior art, the invention has the following beneficial effects:
1. according to the support frame, the connecting rod and the stress rod, the two support frames are fixedly connected through the connecting rod, the stress rod slides to a proper position on the support frames, then the stress rod is fixed on the support frames through the locking piece, then the stress rod bears the upper reinforcing steel bar in the longitudinal direction of the beam, after the steel bar framework is installed, the stress rod slowly moves downwards until the stress rod moves to the bottom of the beam formwork through the locking effect of the unlocking piece, and the installation effect, the structural safety and the installation effect are greatly improved.
2. The supporting frame comprises a base, a vertical rod and a supporting rod, and the reliability and the supporting strength of the device can be effectively ensured by utilizing the structure.
3. The connecting rod comprises a rod piece, a sleeve, a screw rod, a screw sleeve and an adjusting hole, wherein the sleeve and the screw rod on the rod piece are rotated by penetrating the adjusting hole through an external steel bar or a wrench, and the sleeve and the screw rod on the rod piece are moved to be close to or away from each other under the action of threads, so that the two support frames can be conveniently connected, and the width adjustability can be realized.
4. The stress rod comprises two adjusting rods and a pin, the adjusting rods are locked by utilizing two oppositely-opened sliding grooves in the tail ends of the two adjusting rods under the matching connection effect of the screw threads and the locking piece, the two adjusting rods are connected into a whole through the pin after being locked, the effect that the device is used for constructing beam reinforcement frameworks with different heights is achieved, and the adjusting effect is strong.
Drawings
FIG. 1 is a schematic plan view of a device for manufacturing a steel reinforcement cage for a beam member according to the present invention;
FIG. 2 is a schematic vertical view of a device for manufacturing a steel reinforcement cage for a beam member according to the present invention;
FIG. 3 is a schematic side view of a device for manufacturing a steel reinforcement cage of a beam member according to the present invention;
FIG. 4 is a schematic perspective view of a device for manufacturing a steel reinforcement cage of a beam member according to the present invention;
fig. 5 is a bar tail big sample of the device for manufacturing the steel reinforcement framework of the beam member.
In the figure: 100. a support frame; 101. a base; 102. erecting a rod; 103. a stay bar; 200. a connecting rod; 201. a rod member; 202. a screw rod; 203. a sleeve; 204. sleeving the silk; 205. an adjustment hole; 300. a stress beam; 301. a rod tail; 302. threading; 303. a locking member; 304. a shaft body; 305. a club head; 306. reserving a hole; 307. a pin.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are merely for convenience in describing the present invention and simplifying the description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention.
Example 1:
referring to fig. 1 to 5, an auxiliary device for constructing a steel reinforcement framework of a beam member includes a support frame 100, a connecting rod 200, and a stress rod 300; support frame 100 left and right sides is equipped with the symmetry two sets ofly, and connecting rod 200 is located the top of two support frames 100, and the both ends of connecting rod 200 can dismantle with the support frame 100 that corresponds respectively and be connected, preferably pegs graft, and stress bar 300 and connecting rod 200 parallel arrangement just are located the below of connecting rod 200, and stress bar 300's both ends respectively with the support frame 100 sliding connection that corresponds, are equipped with locking piece 303 on the stress bar 300. Through connecting rod 200 with two support frames 100 fixed connection, guarantee the stability and the support intensity of whole device, utilize stress rod 300 to slide to suitable position at support frame 100, fix stress rod 300 this point position on support frame 100 through locking piece 303 afterwards, bear the vertical upper portion reinforcing bar bearing of roof beam through stress rod 300 bearing pressure afterwards, the back is accomplished in the installation of belted steel rib skeleton, with stress rod 300 through the locking effect of relieving locking piece 303, realize slowly moving down and remove to beam formwork bottom until stress rod, improve the installation effect greatly, structure security and installation effectiveness.
In this embodiment, it is further preferable that the supporting frame 100 includes a base 101, an upright 102 and a supporting rod 103, wherein the upright 102 is vertically and fixedly disposed on the upper surface of the base 101, and one end of the supporting rod 103 is fixedly connected to the upright 102, and the other end is fixedly connected to the base 101. The reliability and the supporting strength of the device can be effectively ensured by utilizing the structure.
In this embodiment, it is further preferred that the connecting rod 200 includes two rods 201 and two sleeves 203, the two rods 201 are detachably connected (preferably plugged) to the tops of the corresponding vertical rods 102, the other ends of the two rods 201 are fixedly provided with screw rods 202, the two ends of the sleeves 203 are fixedly provided with screw sleeves 204 in matching connection with the corresponding screw rods 202 through threads, and the middle of the sleeves 203 is provided with adjusting holes 205. The sleeve 203 is rotated through the screw sleeve 204 and the screw rod 202 on the rod 201 by passing an external reinforcing steel bar or a wrench through the adjusting hole 205 and rotating, and the movement of mutual approaching or mutual leaving is realized under the action of the screw thread, so that the two support frames 100 are conveniently connected, the width adjustability is realized, and the integral support strength of the device is ensured.
In this embodiment, it is further preferable that the stressed bar 300 includes an adjusting rod and a pin 307, the two adjusting rods each include a rod tail 301, a rod body 304 and a rod head 305, one end of each of the two rod tails 301 is slidably connected to the corresponding vertical rod 102, the other end of each of the two rod tails is fixedly connected to the corresponding rod body 304, the locking member 303 is connected to the rod tail 301, one end of each of the two rod bodies 304 away from the corresponding rod tail 301 is fixedly connected to the rod head 305, the centers of the two rod heads 305 are both provided with a reserved hole 306, and the pin 307 sequentially passes through the two reserved holes 306 and is connected to the two rod heads. Connect two regulation poles as whole through pin 304, improve holistic resistance to compression tensile ability, can freely slide on the pole setting 102 of support frame 100 at pole tail 301 to realize the locking effect under the effect on locking piece 303, the effect that the realization device was under construction to not co-altitude roof beam reinforcement skeleton, adjustable effect is strong.
In this embodiment, it is further preferable that two sliding grooves are formed on the rod tail 301, the two sliding grooves are slidably matched with the vertical rod 102, a screw thread 302 is formed on the rod tail 301, a locking member 303 is connected to the screw thread 302 through a screw thread, and the locking member 303 is a screw cap. Utilize screw thread 302 and locking piece 303 threaded connection, adjust locking piece 303 and make screw thread 302 to the inside spout that the extrusion is run from opposite directions, compress tightly pole setting 102 and finally realize the locking effect.
Example 2:
a construction method of a beam member steel reinforcement framework construction auxiliary device comprises the following steps:
the method comprises the following steps: device installation: after the beam template is installed, two groups of support frames 100 are respectively placed on two sides of the beam template, a stress rod 300 is installed on each group of support frames 100, a connecting rod 200 is installed at the top end of each support frame 100 according to the width of a beam, and two adjusting rods in the stress rods 300 are connected into a whole by adopting pins 307;
step two: device adjustment: according to the height of the beam, the height of the stress rod 300 is adjusted, the locking piece 303 is screwed on the screw thread 302, and the two rod tails 301 are respectively fixed on the corresponding upright rods 102 of the support frame 100;
step three: and (3) construction of a steel reinforcement framework: placing the longitudinal stressed steel bars at the upper parts of the beam steel bars on the bar bodies 304 of the two adjusting bars, and sequentially installing beam stirrups and lower steel bars to complete the construction operation of the beam steel bar framework;
step four: positioning the steel bar framework: after the beam steel reinforcement framework is manufactured, slowly loosening the locking piece 303 on the screw thread 302 of the rod tail 301 in the opposite direction, and enabling the two adjusting rods to slowly slide onto the beam bottom template along the upright rods 102 of the supporting frame 100;
step five: the device is then removed against the installation sequence.
The above description is only a preferred embodiment of the present invention, but the scope of the present invention is not limited thereto. The substitution may be of partial structures, devices, method steps, or may be a complete solution. The technical solution and the inventive concept thereof according to the present invention should be equally replaced or changed within the protection scope of the present invention.
Claims (6)
1. A beam member steel reinforcement framework construction auxiliary device is characterized by comprising a support frame (100), a connecting rod (200) and a stress rod (300); support frame (100) are equipped with two sets of symmetries, connecting rod (200) are located the top of two support frames (100), the both ends of connecting rod (200) can be dismantled with support frame (100) that correspond respectively and be connected, atress pole (300) and connecting rod (200) parallel arrangement, the both ends of atress pole (300) respectively with support frame (100) sliding connection who corresponds, be equipped with locking piece (303) on atress pole (300).
2. The auxiliary device for the beam member framework construction as claimed in claim 1, wherein the supporting frame (100) comprises a base (101), an upright (102) and a stay bar (103), the upright (102) is vertically and fixedly arranged on the upper surface of the base (101), one end of the stay bar (103) is fixedly connected to the upright (102), and the other end of the stay bar is fixedly connected to the base (101).
3. The auxiliary device for the construction of the beam member framework as claimed in claim 1, wherein the connecting rod (200) comprises two rods (201) and two sleeves (203), one end of each of the two rods (201) is detachably connected with the top of the corresponding upright (102), the other end of each of the two rods (201) is fixedly provided with a screw rod (202), a thread sleeve (204) which is matched and connected with the corresponding screw rod (202) is fixedly arranged inside each of two ends of each of the sleeves (203), and the middle of each of the sleeves (203) is provided with an adjusting hole (205).
4. The auxiliary device for the construction of the beam member framework as claimed in claim 1, wherein the stress rod (300) comprises adjusting rods and pins (307), two of the adjusting rods comprise rod tails (301), rod bodies (304) and rod heads (305), one ends of the two rod tails (301) are respectively connected with the corresponding vertical rods (102) in a sliding manner, the other ends of the two rod tails are respectively connected with the corresponding rod bodies (304) in a fixed manner, one ends of the two rod bodies (304) far away from the corresponding rod tails (301) are respectively connected with the rod heads (305), the centers of the two rod heads (305) are respectively provided with reserved holes (306), and the pins (307) sequentially penetrate through the two reserved holes (306) and are connected with the two rod heads (305).
5. The auxiliary device for beam member framework construction according to claim 1, wherein the rod tail (301) is provided with two sliding grooves which are in sliding fit with the vertical rod (102) and are arranged in opposite directions, the rod tail (301) is provided with a screw thread (302), the screw thread (302) is connected with a locking piece (303) through a thread, and the locking piece (303) is a screw cap.
6. A construction method of a beam member steel reinforcement framework construction auxiliary device is characterized by comprising the following steps:
the method comprises the following steps: device installation: after the beam template is installed, two groups of support frames (100) are respectively placed on two sides of the beam template, a stress rod (300) is installed on each group of support frames (100), a connecting rod (200) is installed at the top end of each support frame (100) according to the width of a beam, and two adjusting rods in the stress rods (300) are connected into a whole by adopting pins (307);
step two: device adjustment: according to the height of the beam, the height of the stress rod (300) is adjusted, a locking piece (303) is screwed on a screw thread (302), and two rod tails (301) are respectively fixed on the vertical rods (102) of the corresponding support frames (100);
step three: and (3) construction of a steel reinforcement framework: placing the longitudinal stressed steel bars at the upper parts of the beam steel bars on the bar bodies (304) of the two adjusting bars, and sequentially installing beam stirrups and lower steel bars to complete the construction operation of the beam steel bar framework;
step four: positioning the steel bar framework: after the beam steel reinforcement framework is manufactured, a locking piece (303) on a screw thread (302) of a rod tail (301) is slowly loosened in the opposite direction, so that the two adjusting rods slowly slide to a beam bottom template along the vertical rods (102) of the supporting frame (100);
step five: the device is then removed against the installation sequence.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010714516.8A CN111980303A (en) | 2020-07-22 | 2020-07-22 | Auxiliary device and construction method for construction of beam component steel reinforcement framework |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010714516.8A CN111980303A (en) | 2020-07-22 | 2020-07-22 | Auxiliary device and construction method for construction of beam component steel reinforcement framework |
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| CN111980303A true CN111980303A (en) | 2020-11-24 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202010714516.8A Pending CN111980303A (en) | 2020-07-22 | 2020-07-22 | Auxiliary device and construction method for construction of beam component steel reinforcement framework |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104453243A (en) * | 2014-12-03 | 2015-03-25 | 武汉建工集团股份有限公司 | Erection device and method for steadily feeding cast-in-place concrete beam into mold |
| CN109025315A (en) * | 2018-07-31 | 2018-12-18 | 中国十七冶集团有限公司 | A kind of auxiliary device and its construction method of beam steel bar colligation |
| CN209228024U (en) * | 2018-11-22 | 2019-08-09 | 江苏世展集团有限公司 | Tube body fixture |
| CN110284701A (en) * | 2019-05-29 | 2019-09-27 | 安徽长青建筑制品有限公司 | A kind of convenient and fast new type scaffold assembly and connection device |
| CN209556337U (en) * | 2018-11-08 | 2019-10-29 | 辛凤 | A kind of civil engineering scaffold clasp |
| CN210289183U (en) * | 2019-06-21 | 2020-04-10 | 中国水利水电第八工程局有限公司 | Auxiliary device for mounting beam steel bars |
-
2020
- 2020-07-22 CN CN202010714516.8A patent/CN111980303A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104453243A (en) * | 2014-12-03 | 2015-03-25 | 武汉建工集团股份有限公司 | Erection device and method for steadily feeding cast-in-place concrete beam into mold |
| CN109025315A (en) * | 2018-07-31 | 2018-12-18 | 中国十七冶集团有限公司 | A kind of auxiliary device and its construction method of beam steel bar colligation |
| CN209556337U (en) * | 2018-11-08 | 2019-10-29 | 辛凤 | A kind of civil engineering scaffold clasp |
| CN209228024U (en) * | 2018-11-22 | 2019-08-09 | 江苏世展集团有限公司 | Tube body fixture |
| CN110284701A (en) * | 2019-05-29 | 2019-09-27 | 安徽长青建筑制品有限公司 | A kind of convenient and fast new type scaffold assembly and connection device |
| CN210289183U (en) * | 2019-06-21 | 2020-04-10 | 中国水利水电第八工程局有限公司 | Auxiliary device for mounting beam steel bars |
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Application publication date: 20201124 |
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