CN111206768B - Light beam plate structure platform and construction method thereof - Google Patents
Light beam plate structure platform and construction method thereof Download PDFInfo
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- CN111206768B CN111206768B CN202010050032.8A CN202010050032A CN111206768B CN 111206768 B CN111206768 B CN 111206768B CN 202010050032 A CN202010050032 A CN 202010050032A CN 111206768 B CN111206768 B CN 111206768B
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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
- 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
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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
- 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
Abstract
A light beam slab structure platform and a construction method thereof are disclosed, and a construction method of the support system is described in detail, wherein the support system comprises: the basic unit support frame can provide stable support for whole braced system. And the main supporting frame provides support for the whole supporting platform. The supporting platform is arranged on the main supporting frame and consists of platform keels and platform secondary keels, the platform plays a role in division, a main frame structure is arranged below the platform, and a supporting structure for pouring the formwork is arranged above the platform. Through this kind of mode, reduce the connecting rod use amount of the following main frame of platform, only with install the second die-pin that supports the template of pouring more than the platform to make full use of the length adjustability of second die-pin, be convenient for adjust the height of lattice beam. Through this kind of construction mode, can practice thrift the use amount of support frame to practice thrift cost and manual work. In addition, the support frame structure on the platform is convenient to adjust and suitable for pouring latticed beams of various specifications.
Description
Technical Field
The invention relates to the field of concrete cover plate pouring, in particular to a template structure platform of a light concrete beam plate and a construction method thereof.
Background
Present logistics warehouse or similar concrete building's such as factory building room lid structure is mostly frame construction, and frame construction includes the floor on frame roof beam, "well" style of calligraphy roof beam and the roof beam, and the shaping is pour together to frame construction roof beam and floor. When the roof is poured, the pouring template needs to be installed firstly, the pouring cavity is defined by the pouring template, the reinforcing steel bars are arranged in the pouring cavity, and then the concrete is poured in the pouring cavity containing the reinforcing steel bars to form the roof structure at the top of the building structure. In order to install a pouring template at a high place, a supporting frame structure of the template needs to be installed. At present, when a support frame structure is installed, a support body for supporting a poured concrete beam and a support body for supporting a floor slab need to be respectively erected from the bottom, and the space between the beam structures is small, so that the support body for supporting the beam structure needs to be particularly compact in lap joint, and the support body for supporting the floor slab needs to be erected between the beams, so that the using amount of the support body is increased. The construction mode needs to occupy a large number of support frame structures, and accordingly construction time and construction labor cost are increased. In addition, the supporting rod applied in the engineering has high bearing strength, and the supporting frame is not fully used due to the excessively dense installation of the supporting frame, so that waste is caused.
Disclosure of Invention
The invention mainly solves the technical problems that: a supporting system of a concrete roof template and a construction method thereof are designed.
In order to solve the technical problems, the technical scheme adopted by the invention is as follows: a formwork support system for a concrete building roof, comprising:
the support frame of basic unit, the support frame of basic unit sets up the bottommost at whole braced system, the support frame of basic unit includes: the adjustable bracket, the adjusting nut and the floor sweeping rod;
a main support frame, the post support frame being mounted on the base support frame, the main support frame comprising: the device comprises a vertical rod, a horizontal rod, a pull rod and a first jacking;
a support platform disposed on the main support frame, the support platform comprising: platform and support frame, wherein, the platform comprises platform fossil fragments and platform secondary joist, the support frame includes: the second top support, the template keel, the connecting frame and the template secondary keel;
the pouring template is fixed on the supporting platform and comprises a bottom die, a side die and a floor slab, wherein a pouring cavity is defined by the bottom die, the side die and the floor slab, the pouring cavity comprises a vertical cavity and a horizontal cavity, the vertical cavity forms a lattice beam after being poured, and the horizontal cavity forms a horizontal floor slab after being poured;
the main supporting frame provides support for the supporting platform, and the supporting platform provides support for the pouring template.
Further, a construction method of the light beam plate structure platform is characterized in that: the method comprises the following steps:
step S1: preparation work before construction; the step S1 specifically includes: the support frame takes account of stress calculation and material preparation;
step S2: installing a base layer bracket;
step S3: installing a main supporting frame;
step S4: mounting a support platform;
step S5: installing a pouring template;
step S6: installing a steel bar;
step S7: pouring concrete;
further, the step S2 specifically includes: use the inside ground of building structure as the reference surface, install adjustable bracket, adjusting nut and sweep the floor the pole, specifically include following step: the installation position of the adjustable bracket is positioned by paying off on the ground, the floor sweeping rod is arranged between the adjustable brackets, the through holes at the two ends of the floor sweeping rod are aligned with the disc buckles on the adjustable brackets, and the floor sweeping rod is fastened through the wedge-shaped pins to adjust the adjusting nuts on the fastening seats, so that the adjusting nuts on each fastening seat are on the same horizontal line.
Further, the step S3 specifically includes: installing a vertical rod, a horizontal rod, a disc buckle, a diagonal draw bar and a first jacking; the method comprises the following specific steps: inserting the upright posts on the adjusting nuts adjusted in the step S2, connecting horizontal rods between the upright posts, and fastening through wedge-shaped pins; mounting the diagonal rods between the diagonal disc buckles; a first jacking is arranged at the topmost part of the vertical rod, so that the whole main supporting frame reaches a designed elevation; and detecting the levelness, the verticality and the stability of the main support frame.
Further, the step S4 specifically includes: mounting platform and support frame specifically include: arranging a platform keel frame on a first top support, erecting platform secondary keels on the platform keel at even intervals, fixedly installing a second top support on the platform keel, and adjusting the second top support to a specified height; and the second jacking supports lift the template keels, and is opposite to the template keels, and template secondary keels are erected between the template keels.
Further, the step S5 specifically includes: installation die block, side form and floor, die block fixed mounting is on platform secondary joist, side form fixed mounting is in the both sides of die block, floor fixed mounting is on template secondary joist, the side form with the floor encloses into square boss structure.
Further, the step S6 specifically includes: and erecting reinforcing steel bars in a pouring cavity defined by the pouring templates in the step S5, wherein the reinforcing steel bars are fixedly connected with the side walls of the warehouse.
Further, the step S7 specifically includes: and pouring concrete on the steel bars installed in the step S6, so that the concrete completely wraps the steel bars.
Further, the top ends of the first jacking and the second jacking can adjust the length.
Further, the second jacking is fixedly connected to the platform keel through a platform rooting part.
The invention has the beneficial effects that:
the invention designs a supporting system of a concrete structure building roof template and describes a construction method of the supporting system in detail, wherein the supporting system comprises: basic unit's support frame, basic unit's support frame set up in whole braced system's bottommost, can provide stable support for whole braced system. And the main support frame is arranged on the basic support frame and provides support for the whole support platform. A support platform is disposed on the main support frame, the support platform comprising: platform and support frame, wherein, the platform comprises platform fossil fragments and platform secondary joist, and the support frame includes: the second top support, the template keel, the connecting frame and the template secondary keel; the platform plays a role in division, a main frame supporting structure is arranged below the platform, and a supporting structure of the pouring template is arranged above the platform. Through this kind of mode, reduce the connecting rod use amount of the following main frame of platform, only with install the second die-pin that supports the template of pouring above the platform to make full use of the length adjustability of second die-pin, be convenient for adjust the height of "well word" roof beam. Through this kind of construction mode, can practice thrift the use amount of support frame to practice thrift cost and manual work. In addition, the supporting frame structure on the platform is convenient to adjust and suitable for pouring of beam and plate structures of various specifications.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and other drawings can be obtained by those skilled in the art without creative efforts.
Fig. 1 is a schematic structural view of a light beam plate structure platform according to the present invention.
Fig. 2 is an exploded view of the adjustable bracket of the present invention.
Fig. 3 is a schematic structural view of the adjustable bracket of the present invention.
Wherein:
100. a base layer support frame; 110. an adjustable bracket; 111. a nut; 112. a boss;
113. an internal thread; 114. a rotating sleeve; 115. a through hole; 1151. a lower through hole; 1152. an upper through hole;
116. a screw; 120. adjusting the nut; 130. a ground sweeping bar; 200. a main supporting frame;
210. erecting a rod; 220. coiling and buckling; 230. a horizontal bar; 240. a diagonal member; 250. a first jacking;
300. a support platform; 310. a platform keel; 320. a platform secondary keel; 330. a second jacking;
340. a template keel; 350. a connecting frame; 360. a template secondary keel; 410. bottom die;
420. side mould; 430. a floor slab; 500. pouring a cavity;
Detailed Description
The technical solutions of the present invention will be described clearly and completely with reference to the accompanying drawings, and it should be understood that the described embodiments are some, but not all embodiments of the present invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc., indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, but 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. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
A support system for a framed concrete building roof form as shown in figure 1, comprising:
a base layer support frame 100, the base layer support frame 100 is disposed at the bottommost portion of the whole support system, the base layer support frame 100 includes: an adjustable bracket 110, an adjusting nut 120, and a floor bar 130;
a main support frame 200, the column support frame being mounted on the base support frame 100, the main support frame 200 comprising: a vertical rod 210, a horizontal rod 230, a disc buckle 220, a diagonal draw bar 240 and a first top support 250;
a support platform 300, the support platform 300 being disposed on the main support frame 200, the support platform 300 comprising: platform and support frame, wherein, the platform comprises platform keel 310 and platform secondary joist 320, the support frame includes: a second top support 330, a template keel 340, a connecting frame 350 and a template secondary keel 360;
the pouring template is fixed on the supporting platform 300 and comprises a bottom die 410, a side die 420 and a floor slab 430, the bottom die 410, the side die 420 and the floor slab 430 enclose a pouring cavity 500, the pouring cavity 500 comprises a vertical cavity and a horizontal cavity, the vertical cavity forms a beam structure after being poured, and the horizontal cavity forms a horizontal floor slab 430 after being poured;
the main support frame 200 provides support for the support platform 300, and the support platform 300 provides support for the pouring formwork.
The invention designs a template supporting system of a frame type concrete building roof, and describes a construction method of the supporting system in detail, wherein the supporting system comprises: the base layer supporting frame 100 is arranged at the bottommost part of the whole supporting system, and can provide stable support for the whole supporting system. The main support frame 200, the main support frame 200 is mounted on the substrate support frame 100, and provides support for the whole support platform 300. A support platform 300 is disposed on the main support frame 200, the support platform 300 including: platform and support frame, wherein, the platform comprises platform fossil fragments 310 and platform secondary joist 320, and the support frame includes: a second drop ceiling, formwork runner 340, connecting brackets 350 and formwork cross runners 360; the platform plays a role in division, a main frame structure is arranged below the platform, and a supporting structure of the pouring template is arranged above the platform. Through this kind of mode, reduce the connecting rod use amount of the following main frame of platform, only with install the second die-pin that supports the template of pouring more than the platform to make full use of the length adjustability of second die-pin, be convenient for adjust the height of lattice beam. Through this kind of construction mode, can practice thrift the use amount of support frame to practice thrift cost and manual work. In addition, the support frame structure on the platform is convenient to adjust and suitable for pouring concrete structure beams with various specifications.
In addition, the invention also designs a construction method of the framework type concrete building roof template supporting system, which is characterized in that: the method comprises the following steps:
step S1: preparation work before construction; the step S1 specifically includes: the support frame takes account of stress calculation and material preparation;
step S2: installing a base layer bracket; step S2 specifically includes: the ground in the warehouse is used as a reference surface, the adjustable bracket 110, the adjusting nut 120 and the sweeping rod 130 are installed, and the method specifically comprises the following steps: the installation position of the adjustable brackets 110 is positioned on the ground by paying off, the floor sweeping rod 130 is installed between the adjustable brackets 110, the through holes 115 at the two ends of the floor sweeping rod 130 are aligned with the disc buckles 220 on the adjustable brackets 110, and the adjusting nuts 120 on the fastening seats are adjusted by fastening through wedge-shaped pins, so that the adjusting nuts 120 on each fastening seat are on the same horizontal line.
Step S3: installing the main supporting frame 200; step S3 specifically includes: mounting a vertical rod 210, a horizontal rod 230, a disc buckle 220, an inclined rod and a first jacking 250; the method comprises the following specific steps: inserting the vertical rods 210 on the adjusting nuts 120 adjusted in the step S2, connecting the horizontal rods 230 between the vertical rods 210, aligning the through holes 115 at both ends of the horizontal rods 230 with the disc buckles 220 on the adjustable bracket 110, and fastening by wedge pins; the diagonal rods are installed between the diagonal disc buckles 220; a first top support 250 is arranged at the topmost part of the vertical rod 210, so that the whole main supporting frame 200 reaches a designed elevation; the main supporting frame 200 is tested for levelness, verticality and stability.
Step S4: mounting the support platform 300; step S4 specifically includes: mounting platform and support frame specifically include: erecting a platform keel 310 on a first top support 250, erecting platform secondary keels 320 on the platform keel 310 at even intervals, fixedly installing a second top support 330 on the platform keel 310, and adjusting the second top support 330 to a specified height; the second top support 330 lifts the template keel 340, and a template secondary keel 360 is erected between the opposite template keels 340.
Step S5: installing a pouring template; step S5 specifically includes: installation die block 410, side form 420 and floor 430, die block 410 fixed mounting is on platform secondary joist 320, side form 420 fixed mounting is in the both sides of die block 410, floor 430 fixed mounting is on template secondary joist 360, side form 420 with floor 430 encloses into square boss 112 structure.
Step S6: installing a steel bar; step S6 specifically includes: and erecting reinforcing steel bars in the pouring cavity 500 defined by the pouring templates in the step S5, wherein the reinforcing steel bars are fixedly connected with the side walls of the warehouse.
Step S7: pouring concrete; s7 specifically includes: and pouring concrete on the steel bars installed in the step S6, so that the concrete completely wraps the steel bars.
In addition, as shown in fig. 2-3, the invention also designs an adjustable bracket 110 structure, which comprises a nut 111, a rotating sleeve 114 and a screw 116, wherein the nut 111 is directly contacted with the ground, the nut 111 is provided with a boss 112, the cross section of the boss 112 is half-moon-shaped, and the inner side of the boss 112 is provided with an internal thread 113; the rotating sleeve 114 is provided with a through hole 115, wherein the through hole 115 comprises a lower through hole 1151 and an upper through hole 1152, wherein the contour line of the upper through hole 1152 is an major arc, the contour line of the lower through hole 1151 is a minor arc, and the contour line of the upper through hole 1152 is connected with the contour line of the lower through hole 1151. The curvature of the contour line of the lower via 1151 is the same, and the curvature of the contour line of the upper via 1152 is gradually increased. During installation, the screw 116 is screwed into the boss 112 of the nut 111, the boss 112 extends into the rotary sleeve 114, and the rotary sleeve 114 is adjusted so that the inner wall of the upper through hole 1152 clamps the screw 116. When the screw 116 is loosened from the nut 111, the rotary sleeve 114 is adjusted so that the screw 116 is brought into contact with the side of the upper through-hole 1152 having a large curvature, thereby clamping the screw 116. By adopting the adjustable structure, the nut 111 and the screw 116 are convenient to disassemble and assemble, and can play a fastening role at the same time. In addition, by adopting the detachable connection mode of the nut 111 and the screw 116, when the height of the frame body needs to be increased, the frame body can be lifted, the vertical rod 210 is connected from the bottom, and the complex structure of the top of the support frame is prevented from being detached.
The working mode is as follows:
a light beam plate structure platform and a construction method thereof are characterized in that: the method comprises the following steps:
step S1: preparation work before construction; the step S1 specifically includes: the support frame takes account of stress calculation and material preparation;
step S2: installing a base layer bracket; step S2 specifically includes: the ground in the warehouse is used as a reference surface, the adjustable bracket 110, the adjusting nut 120111 and the sweeping rod 130 are installed, and the method specifically comprises the following steps: the installation position of the adjustable brackets 110 is positioned by paying out on the ground, the floor sweeping bar 130 is installed between the adjustable brackets 110, the through holes 115 at both ends of the floor sweeping bar 130 are aligned with the disc buckles 220 on the adjustable brackets 110, and the adjusting nuts 120111 on the fastening seats are adjusted by fastening through wedge-shaped pins, so that the adjusting nuts 120111 on each fastening seat are on the same horizontal line.
Step S3: installing the main supporting frame 200; step S3 specifically includes: mounting a vertical rod 210, a horizontal rod 230, a disc buckle 220, a diagonal draw bar 240 and a first jacking 250; the method comprises the following specific steps: inserting the vertical rods 210 on the adjusting nuts 120111 adjusted in the step S2, connecting the horizontal rods 230 between the vertical rods 210, aligning the through holes 115 at both ends of the horizontal rods 230 with the disc buckles 220 on the adjustable bracket 110, and fastening by wedge pins; the diagonal draw bar 240 is installed between the diagonal disk ports; a first top support 250 is arranged at the topmost part of the vertical rod 210, so that the whole main supporting frame 200 reaches a designed elevation; the main supporting frame 200 is tested for levelness, verticality and stability.
Step S4: mounting the support platform 300; step S4 specifically includes: mounting platform and support frame specifically include: erecting a platform keel 310 on a first top support 250, erecting platform secondary keels 320 on the platform keel 310 at even intervals, fixedly installing a second top support 330 on the platform keel 310, and adjusting the second top support 330 to a specified height; the second top support 330 lifts the template keel 340, and a template secondary keel 360 is erected between the opposite template keels 340.
Step S5: installing a pouring template; step S5 specifically includes: installation die block 410, side form 420 and floor 430, die block 410 fixed mounting is on platform secondary joist 320, side form 420 fixed mounting is in the both sides of die block 410, floor 430 fixed mounting is on template secondary joist 360, side form 420 with floor 430 encloses into square boss 112 structure.
Step S6: installing a steel bar; step S6 specifically includes: and erecting reinforcing steel bars in the pouring cavity 500 defined by the pouring templates in the step S5, wherein the reinforcing steel bars are fixedly connected with the side walls of the warehouse.
Step S7: pouring concrete; s7 specifically includes: and pouring concrete on the steel bars installed in the step S6, so that the concrete completely wraps the steel bars.
Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit the same; while the invention has been described in detail and with reference to the foregoing embodiments, it will be understood by those skilled in the art that: the technical solutions described in the foregoing examples can be modified, or some or all of the technical features can be equivalently replaced; and the modifications or the substitutions do not make the essence of the corresponding technical solutions depart from the scope of the technical solutions of the embodiments of the present invention.
Claims (10)
1. A lightweight beam panel structure platform, comprising:
the support frame of basic unit, the support frame of basic unit sets up the bottommost at whole braced system, the support frame of basic unit includes: the adjustable bracket, the adjusting nut and the floor sweeping rod;
a main support frame mounted on the base support frame, the main support frame comprising: the device comprises a vertical rod, a horizontal rod, a disc buckle, a diagonal draw bar and a first jacking;
a support platform disposed on the main support frame, the support platform comprising: platform and support frame, wherein, the platform comprises platform fossil fragments and platform secondary joist, the support frame includes: the second supporting top, the template keel, the connecting frame and the template secondary keel;
the pouring template is fixed on the supporting platform and comprises a bottom die, a side die and a floor slab, wherein a pouring cavity is defined by the bottom die, the side die and the floor slab, the pouring cavity comprises a vertical cavity and a horizontal cavity, the vertical cavity forms a lattice beam after being poured, and the horizontal cavity forms a horizontal floor slab after being poured;
the main support frame provides support for a support platform, and the support platform provides support for a pouring template;
the method is characterized in that: the adjustable bracket comprises a nut, a rotary sleeve and a screw rod, the nut is directly contacted with the ground, a boss is arranged on the nut, the cross section of the boss is half-moon-shaped, and an internal thread is formed on the inner side of the boss; the rotating sleeve is provided with a through hole, wherein the through hole comprises a lower through hole and an upper through hole, the contour line of the upper through hole is an major arc, the contour line of the lower through hole is a minor arc, and the contour line of the upper through hole is connected with the contour line of the lower through hole; the curvatures of the contour lines of the lower through holes are the same, and the curvatures of the contour lines of the upper through holes are gradually increased; when the nut is installed, the screw rod is connected in the boss of the nut through threads, the boss extends into the rotary sleeve, and the rotary sleeve is adjusted to enable the inner wall of the upper through hole to clamp the screw rod; when the screw rod and the nut are loosened, the rotating sleeve is adjusted to enable the screw rod to be contacted with the side with large curvature of the upper through hole, and therefore the screw rod is clamped.
2. A method of constructing a lightweight beam panel structure platform as claimed in claim 1, comprising the steps of:
step S1: preparation work before construction; the step S1 specifically includes: the support frame takes account of stress calculation and material preparation;
step S2: installing a base layer bracket;
step S3: installing a main supporting frame;
step S4: mounting a support platform;
step S5: installing a pouring template;
step S6: installing a steel bar;
step S7: and (5) pouring concrete.
3. A construction method of a light beam plate structure platform as claimed in claim 2, wherein: the step S2 specifically includes: use the inside ground of construction building as the reference surface, install adjustable bracket, adjusting nut and sweep the floor the pole, specifically include following step: the installation position of the adjustable bracket is positioned by paying off on the ground, the floor sweeping rod is arranged between the adjustable brackets, the through holes at the two ends of the floor sweeping rod are aligned with the disc buckles on the adjustable brackets, and the floor sweeping rod is fastened through the wedge-shaped pins to adjust the adjusting nuts on the fastening seats, so that the adjusting nuts on each fastening seat are on the same horizontal line.
4. A construction method of a light beam plate structure platform as claimed in claim 2, wherein: the step S3 specifically includes: installing a vertical rod, a horizontal rod, a disc buckle, a diagonal draw bar and a first jacking; the method comprises the following specific steps: inserting the upright posts on the adjusting nuts adjusted in the step S2, connecting horizontal rods between the upright posts, aligning through holes at two ends of the horizontal rods with the disc buckles on the adjustable bracket, and fastening through wedge-shaped pins; installing a diagonal draw bar between the diagonal disk openings; a first jacking is arranged at the topmost part of the vertical rod, so that the whole main supporting frame reaches a designed elevation; and detecting the levelness, the verticality and the stability of the main support frame.
5. A construction method of a light beam plate structure platform as claimed in claim 2, wherein: the step S4 specifically includes: mounting platform and support frame specifically include: arranging a platform keel frame on a first top support, erecting platform secondary keels on the platform keel at even intervals, fixedly installing a second top support on the platform keel, and adjusting the second top support to a specified height; and the second jacking supports lift the template keels, and is opposite to the template keels, and template secondary keels are erected between the template keels.
6. A construction method of a light beam plate structure platform as claimed in claim 2, wherein: the step S5 specifically includes: installation die block, side form and floor, die block fixed mounting is on platform secondary joist, side form fixed mounting is in the both sides of die block, floor fixed mounting is on template secondary joist, the side form with the floor encloses into square boss structure.
7. A construction method of a light beam plate structure platform as claimed in claim 2, wherein: the step S6 specifically includes: and erecting reinforcing steel bars in a pouring cavity defined by the pouring templates in the step S5, wherein the reinforcing steel bars are fixedly connected with the side walls of the warehouse.
8. A construction method of a light beam plate structure platform as claimed in claim 2, wherein: the step S7 specifically includes: and pouring concrete on the steel bars installed in the step S6, so that the concrete completely wraps the steel bars.
9. A method of constructing a lightweight beam panel construction platform as claimed in claim 5, wherein: the top ends of the first jacking and the second jacking can adjust the length.
10. A method of constructing a lightweight beam panel construction platform as claimed in claim 5, wherein: the second jacking is fixedly connected to the platform keel through a platform rooting piece.
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| CN202010050032.8A CN111206768B (en) | 2020-01-16 | 2020-01-16 | Light beam plate structure platform and construction method thereof |
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| CN202010050032.8A CN111206768B (en) | 2020-01-16 | 2020-01-16 | Light beam plate structure platform and construction method thereof |
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| CN108756222A (en) * | 2018-07-27 | 2018-11-06 | 上海宝冶集团有限公司 | Platform system two-part construction method |
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2020
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