A high-rise aqueduct body casting support frame

Abstract

The utility model relates to the technical field of aqueduct body casting, and discloses a high-row frame aqueduct body casting support frame, including two groups of high-row frames, the inner sides of the front and back sides of the high-row frames are provided with reinforced support components, and the reinforced support components are used to improve the strength of the support, and the top of the inner side of the reinforced support components is provided with an integral support component. The high-row frame aqueduct body casting support frame can provide support for the top structure by installing a reinforced support component, and then provide a support structure by setting a Bailey frame, so as to build a supportable table structure, and the steel corbels at the bottom cooperate to provide support stability, and the top scaffolding can be provided with support by setting an I-beam on the top of the Bailey frame. The reinforced support component can effectively prevent the scaffolding from contacting the ground, resulting in a greatly increased building height, effectively improving stability while reducing costs.

Description

Technical Field

[0001] The utility model relates to the technical field of aqueduct body casting, in particular to a high-row aqueduct body casting support frame. Background Art

[0002] The high-rise aqueduct body casting support structure is very critical for aqueduct concrete casting. The practicality and stability of the support structure directly affect the quality and construction safety of aqueduct concrete casting. In current water conservancy projects, the aqueduct concrete casting support structure is mainly a steel pipe scaffolding full-height support structure and a steel pipe Bailey frame beam and column support system.

[0003] In the prior art, as the height of the concrete rack increases, the safety hazards of the steel pipe scaffolding support system and the steel pipe Bailey frame beam and column support system are increasing, the erection time is also increasing, and the cost increases linearly with the increase in height. Utility Model Content

[0004] The purpose of the utility model is to provide a high-frame aqueduct body casting support frame to solve the problem that as the height of the concrete frame continues to increase, the safety hazards of the steel pipe scaffolding support system and the steel pipe Bailey frame beam and column support system in the above-mentioned background technology are getting bigger and bigger, the erection time is also increasing, and the cost increases linearly with the increase of height. By providing a reinforced support component, the installation height and number of the scaffolding can be reduced, thereby reducing the cost.

[0005] In order to solve the above technical problems, the utility model provides the following technical solutions:

[0006] A high-rise frame aqueduct body casting support frame, comprising two sets of high-rise frames, wherein the inner sides of the front and back sides of the high-rise frames are provided with reinforced support components, and the reinforced support components are used to improve the strength of the support, and the top of the inner side of the reinforced support components is provided with an integral support component, and the integral support component is used to improve the efficiency of installation;

[0007] The reinforced support assembly includes a support steel frame, and the support steel frame is located in the middle of the high-rise frame, six groups of Bailey frames are arranged on the top of the high-rise frame, and two groups of steel brackets are arranged on the bottom of the support steel frame;

[0008] The integral support assembly comprises a support frame, and a plurality of groups of positioning rods are installed at the bottom of the lower end of the support frame, and an inner scaffold is arranged outside the positioning rods.

[0009] Preferably, two groups of cast bases are installed at the bottom of the high-row frame, and a reinforcement frame is welded and installed in the middle of the high-row frame.

[0010] Preferably, a bearing platform is installed on the top of the high rack, and two groups of positioning blocks are welded on the top of the bearing platform.

[0011] Preferably, an embedded iron frame is provided on the outer side of the lower end of the steel corbel, and the embedded iron frame is located at the front and back of the high-row frame, and a plurality of groups of I-beams are provided on the top of the Bailey frame.

[0012] Preferably, a plurality of groups of positioning cross bars are arranged on the outer side of the inner scaffolding, and a positioning base is installed on the bottom of the inner scaffolding, the positioning base is located on the top of the I-beam, and an outer frame is arranged on the outer side of the inner scaffolding.

[0013] Preferably, a plurality of groups of welding columns are welded and installed on the bottom of the support frame, and the welding columns are located on the top of the positioning rods.

[0014] Preferably, a groove body is provided on the inner side of the support frame, and the groove body is located on the top of the bearing platform.

[0015] Compared with the prior art, the beneficial effects achieved by the utility model are:

[0016] 1. The utility model is equipped with a reinforced support assembly, and a support steel frame can be used to provide support for the top structure. A Bailey frame can be provided to provide a support structure, so as to build a supportable table structure. The steel bracket at the bottom cooperates to provide support stability. An I-beam is provided on the top of the Bailey frame to provide support for the top scaffolding. The reinforced support assembly can effectively prevent the scaffolding from contacting the ground, resulting in a greatly increased building height, effectively improving stability while reducing costs.

[0017] 2. The utility model is equipped with an integral support assembly. The existing trough body needs to be provided with a support structure before pouring and fixed with the bottom scaffolding in turn. The time spent on installation can be directly fitted with the pouring template by providing a support frame. At the same time, the welding column and the positioning plug rod at the bottom can be directly spliced ​​with the bottom scaffolding. The combination effect can be effectively achieved by insertion, which effectively reduces the time spent on installation. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] Figure 1 This is a schematic diagram of the main structure of the utility model;

[0019] Figure 2 This is a schematic cross-sectional view of the support frame of the utility model;

[0020] Figure 3 This is a schematic cross-sectional view of the Bailey frame of the utility model;

[0021] Figure 4 This is a schematic diagram of the positioning rod structure of the utility model;

[0022] Figure 5 This is a schematic diagram of the high rack structure of the utility model.

[0023] Among them: 1. High rack; 101. Casting base; 102. Reinforcement frame; 103. Load-bearing platform; 104. Positioning block; 105. Support steel frame; 106. Steel corbel; 107. Embedded iron frame; 108. Bailey frame; 109. I-beam; 2. Internal scaffolding; 201. Positioning base; 202. Positioning cross bar; 203. External frame; 3. Support frame; 301. Positioning plug rod; 302. Welded column; 303. Trough body. DETAILED DESCRIPTION

[0024] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0025] See also Figure 1-5 A high-rise frame aqueduct body casting support frame includes two sets of high-rise frames 1, the inner sides of the front and back sides of the high-rise frames 1 are provided with reinforced support components, and the reinforced support components are used to improve the strength of the support, and the top of the inner side of the reinforced support components is provided with an integral support component, and the integral support component is used to improve the efficiency of installation;

[0026] The reinforced support assembly includes a support steel frame 105, and the support steel frame 105 is located in the middle of the high-rise frame 1, six groups of Bailey frames 108 are arranged on the top of the high-rise frame 1, and two groups of steel brackets 106 are arranged on the bottom of the support steel frame 105;

[0027] The overall support assembly includes a support frame 3 , and a plurality of groups of positioning rods 301 are installed at the bottom of the lower end of the support frame 3 , and an inner scaffold 2 is arranged outside the positioning rods 301 .

[0028] Through the above technical solution, the supporting steel frame 105 can be used to provide support for the top structure, and the Bailey frame 108 can be used to provide a supporting structure, so as to build a supportable table structure. The steel corbel 106 at the bottom cooperates to provide support stability. By arranging an I-beam 109 on the top of the Bailey frame 108, support can be provided for the top scaffolding. The reinforced support assembly can effectively prevent the scaffolding from contacting the ground, resulting in a greatly increased construction height, effectively improving stability while reducing costs.

[0029] Through the above technical solution, the support frame 3 can be directly attached to the casting template. At the same time, the welding column 302 and the positioning rod 301 at the bottom can be directly connected with the scaffolding at the bottom. The combination effect can be effectively achieved by insertion, which effectively reduces the time spent on installation.

[0030] Specifically, two groups of casting bases 101 are installed at the bottom of the high-rise frame 1, and a reinforcement frame 102 is welded and installed in the middle of the high-rise frame 1.

[0031] Through the above technical solution, the casting base 101 can be pre-buried in the ground to increase the stability of the high-rise frame 1, and the reinforcement frame 102 can be used to increase the strength of the high-rise frame 1.

[0032] Specifically, a bearing platform 103 is installed on the top of the high rack 1 , and two groups of positioning blocks 104 are welded on the top of the bearing platform 103 .

[0033] Through the above technical solution, the support platform 103 can provide an installation position for the top structure, and the positioning block 104 can limit the end of the groove body 303 to ensure stability.

[0034] Specifically, an embedded iron frame 107 is provided on the outer side of the lower end of the steel corbel 106 , and the embedded iron frame 107 is located at the front and back of the high-row frame 1 , and a plurality of groups of I-beams 109 are provided on the top of the Bailey frame 108 .

[0035] Through the above technical solution, the embedded iron frame 107 is fixed on the inner side of the high rack 1 by embedding, so as to improve the strength of the steel corbel 106, and the I-beam 109 can provide support for the top scaffolding.

[0036] Specifically, a plurality of groups of positioning cross bars 202 are arranged on the outer side of the inner scaffolding 2 , and a positioning base 201 is installed on the bottom of the inner scaffolding 2 , the positioning base 201 is located on the top of the I-beam 109 , and an outer frame 203 is arranged on the outer side of the inner scaffolding 2 .

[0037] Through the above technical solution, the positioning cross bar 202 is used to enhance the stability of the scaffolding, the outer frame 203 is used to increase support and provide support for the staff, and the positioning base 201 can be restricted to the top of the I-beam 109 to maintain the stability of the installation.

[0038] Specifically, a plurality of welding columns 302 are welded and installed on the bottom of the support frame 3 , and the welding columns 302 are located on the top of the positioning rods 301 .

[0039] Through the above technical solution, the welding column 302 can connect the positioning rod 301 and the support frame 3 by welding.

[0040] Specifically, a groove body 303 is provided on the inner side of the support frame 3 , and the groove body 303 is located on the top of the bearing platform 103 .

[0041] Through the above technical solution, the trough body 303 is the aqueduct itself, and the inner side can be used for diversion.

[0042] When in use, first distribute the six groups of Bailey frames 108 evenly on the top of the supporting steel frame 105, then distribute the I-beams 109 on the top of the Bailey frames 108, and after distribution, distribute the positioning base 201 of the inner scaffolding 2 on the top of the I-beams 109, and after clamping and fixing, insert the positioning rods 301 at the bottom of the supporting frame 3 into the inner side of the inner scaffolding 2 accordingly for splicing, and finally fix the trough body 303 before pouring.

[0043] Although the embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit thereof, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A high-rise frame aqueduct body casting support frame, comprising two sets of high-rise frames (1), characterized in that: The front and back sides of the high rack (1) are provided with reinforced support components, and the reinforced support components are used to improve the support strength; the top of the inner side of the reinforced support components is provided with an integral support component, and the integral support component is used to improve the installation efficiency; The reinforced support assembly comprises a support steel frame (105), and the support steel frame (105) is located in the middle of the high-row frame (1), six groups of Bailey frames (108) are arranged on the top of the high-row frame (1), and two groups of steel brackets (106) are arranged on the bottom of the support steel frame (105); The integral support assembly comprises a support frame (3), and a plurality of groups of positioning rods (301) are installed at the bottom of the lower end of the support frame (3), and an inner scaffold (2) is arranged outside the positioning rods (301).

2. A high-rise aqueduct body casting support frame according to claim 1, characterized in that: Two sets of casting bases (101) are installed at the bottom of the high-rise frame (1), and a reinforcement frame (102) is welded and installed in the middle of the high-rise frame (1).

3. The high-rise aqueduct body casting support frame according to claim 1 is characterized in that: A bearing platform (103) is installed on the top of the high rack (1), and two groups of positioning blocks (104) are welded on the top of the bearing platform (103).

4. The high-rise aqueduct body casting support frame according to claim 1 is characterized in that: An embedded iron frame (107) is arranged on the outer side of the lower end of the steel bracket (106), and the embedded iron frame (107) is located on the front and back of the high-row frame (1). A plurality of groups of I-beams (109) are arranged on the top of the Bailey frame (108).

5. The high-rise aqueduct body casting support frame according to claim 1 is characterized in that: A plurality of groups of positioning cross bars (202) are arranged on the outer side of the inner scaffolding (2), and a positioning base (201) is installed at the bottom of the inner scaffolding (2), wherein the positioning base (201) is located on the top of the I-beam (109), and an outer frame (203) is arranged on the outer side of the inner scaffolding (2).

6. The high-rise aqueduct body casting support frame according to claim 1, characterized in that: A plurality of groups of welding columns (302) are welded and installed on the bottom of the support frame (3), and the welding columns (302) are located on the top of the positioning rod (301).

7. The high-rise aqueduct body casting support frame according to claim 1, characterized in that: A groove body (303) is provided on the inner side of the support frame (3), and the groove body (303) is located on the top of the bearing platform (103).

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