Prefabricated integrated pipe gallery steel bar binding frame

Abstract

The present invention and a prefabricated integrated pipe gallery steel bar binding frame include a pedestal, a web steel bar mounting frame and a vertical steel bar positioning web; a bottom plate is mounted on the pedestal, a transverse steel bar slot and a longitudinal steel bar slot are provided on the bottom plate, the web steel bar mounting frame is relatively mounted on the pedestal on both sides of the bottom plate, one of the web steel bar mounting frames is slidably mounted on the pedestal, the other web steel bar mounting frame is fixedly mounted on the pedestal, and the two web steel bar mounting frames are respectively mounted with the vertical steel bar positioning webs. The steel bars are convenient to install, accurately positioned, simple to operate, and work efficiency is improved. The positioning is accurate, the size control is precise, and the qualified rate of the steel bar protective layer thickness is improved. The steel bar skeleton is convenient to lift and move. It can not only improve the qualified rate of the prefabricated pipe gallery steel bar protective layer, but also improve the prefabrication construction efficiency of the integrated pipe gallery.

Description

Technical Field

[0001] The present invention relates to the field of prefabricated integrated pipe gallery reinforcement binding construction, and in particular, to a prefabricated integrated pipe gallery reinforcement binding cradle. Background Art

[0002] With the rapid advancement of municipal road construction in my country and the grid-based development of roads, integrated pipe corridors have become an important part of the construction of municipal road infrastructure in my country. Prefabricated integrated pipe corridors have become the mainstream construction technology. The thickness of the steel bar protective layer of the integrated pipe corridor (50mm on the soil surface and 40mm on the non-soil surface) and the control requirements for the allowable deviation (±3mm) are relatively high.

[0003] Prefabricated integrated pipe corridors are generally prefabricated in batches at prefabrication sites. However, prefabricated integrated pipe corridors generally have problems such as low qualified rate of steel bar protection layer, inaccurate positioning of steel bars and embedded parts, and low overall production efficiency. When the steel bar skeleton of the prefabricated pipe corridor is tied on an ordinary tying platform, it is difficult to control the size of the steel bar skeleton, and the size error is large. In order to meet the current needs of prefabricated pipe corridors for scale, factory production, and steel bar protection layer quality, it is particularly important to develop a prefabricated integrated pipe corridor steel bar tying frame. Summary of the invention

[0004] The purpose of the present invention is to provide a prefabricated integrated pipe gallery steel bar binding cradle to solve the above-mentioned problems.

[0005] In order to achieve the above-mentioned purpose of the present invention, the following technical scheme is adopted:

[0006] A prefabricated integrated pipe gallery reinforcement binding cradle comprises a pedestal, a web reinforcement mounting cradle and a vertical reinforcement positioning web; a base plate is mounted on the pedestal, transverse reinforcement slots and longitudinal reinforcement slots are provided on the base plate, the web reinforcement mounting cradle is relatively mounted on the pedestal on both sides of the base plate, one of the web reinforcement mounting cradles is slidably mounted on the pedestal, and the other web reinforcement mounting cradle is fixedly mounted on the pedestal, and the vertical reinforcement positioning webs are respectively mounted on the two web reinforcement mounting cradles.

[0007] Furthermore, the vertical steel bar positioning web includes an upper web, a lower web and a slot bracket, the upper web and the lower web are respectively installed on the web steel bar mounting frame through the slot bracket, and the inner and outer walls of the upper web and the lower web are both provided with vertical steel bar slots.

[0008] Furthermore, operating platforms are respectively installed at both ends of the two web reinforcement mounting frames to form an end-to-end connection, wherein one of the operating platforms is slidably arranged on the pedestal, and the other operating platform is fixedly arranged on the pedestal.

[0009] Furthermore, two layers of operating tables are provided in the web reinforcement installation frame fixed on the pedestal, the two layers of operating tables are connected by stairs, and the operating table located at the lower layer is connected to the base plate through the stairs.

[0010] Furthermore, the slot brackets are relatively installed on both sides of the web reinforcement mounting bracket and can be slidably arranged along the direction of the transverse reinforcement slot.

[0011] Furthermore, the slot bracket includes a fixed clip and a frame body, the fixed clip is relatively installed on both sides of the web steel bar mounting bracket, the frame body is installed on the fixed clip and can slide relative to the fixed clip along the direction of the transverse steel bar slot, and the frame body is provided with a slot for installing the web.

[0012] Furthermore, the operating table is provided with anti-slip grooves.

[0013] Furthermore, one of the web reinforcement mounting brackets is slidably arranged on the pedestal via a pulley.

[0014] Furthermore, one of the operating platforms is slidably arranged on the pedestal via a pulley.

[0015] Furthermore, one layer of the operating table is arranged at the top of the web reinforcement installation frame, and another layer of the operating table is arranged in the middle of the web reinforcement installation frame.

[0016] By adopting the above technical solution, the present invention has the following beneficial effects:

[0017] Slide the web reinforcement installation cradle that is slidingly set on the pedestal to a fixed position and fix it firmly. Use the transverse reinforcement grooves and longitudinal reinforcement grooves on the bottom plate to install the reinforcement. Use the vertical reinforcement installed on the two web reinforcement installation cradles to position the web and install the vertical reinforcement. Finally, install the top plate reinforcement. After the reinforcement is tied, first move the vertical reinforcement out of the vertical reinforcement positioning web, then slide the web reinforcement installation cradle that is slidingly set on the pedestal away, and finally use a professional reinforcement skeleton hoist to lift it to the prefabricated platform.

[0018] The prefabricated integrated pipe gallery reinforcement tyre frame of this application:

[0019] ①The steel bars are easy to install, accurately positioned, simple to operate, and improve work efficiency.

[0020] ② Accurate positioning, precise size control, and improved pass rate of steel bar protective layer thickness.

[0021] ③The steel frame is easy to lift and move.

[0022] ④ The use of this technology can not only improve the qualified rate of the steel bar protective layer of the prefabricated pipeline corridor, but also improve the prefabrication construction efficiency of the comprehensive pipeline corridor. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] In order to more clearly illustrate the specific implementation methods of the present invention or the technical solutions in the prior art, the drawings required for use in the specific implementation methods or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are some implementation methods of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0024] Figure 1 This is an elevation view of the prefabricated integrated pipe gallery reinforcement tyre frame provided by the present invention.

[0025] Figure 2 A top view of the prefabricated integrated pipe gallery reinforcement tyre frame provided by the present invention.

[0026] Figure 3 A side view of the prefabricated integrated pipe gallery reinforcement tyre frame provided by the present invention.

[0027] Figure 4 The use status of the prefabricated integrated pipe gallery steel bar binding cradle provided by the present invention Figure 1 .

[0028] Figure 5 The use status of the prefabricated integrated pipe gallery steel bar binding cradle provided by the present invention Figure 2 .

[0029] Figure numerals: 1-base; 2-web reinforcement mounting frame; 3-vertical reinforcement positioning web; 4-bottom plate; 5-transverse reinforcement slot; 6-longitudinal reinforcement slot; 31-upper web; 32-lower web; 33-slot bracket; 34-vertical reinforcement slot; 7-operating platform; 8-operating table; 9-stairs; 331-fixing buckle; 332-frame; 333-slot; 10-anti-slip pattern; 11-pulley. DETAILED DESCRIPTION

[0030] The technical solution of the present invention will be described clearly and completely below in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0031] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installed", "connected", and "connected" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be indirectly connected through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0032] Embodiment 1:

[0033] like Figure 1 - Figure 5 As shown, the prefabricated integrated pipe corridor reinforcement binding frame of the present application includes a pedestal 1, a web reinforcement mounting frame 2 and a vertical reinforcement positioning web 3; a base plate 4 is installed on the pedestal 1, and a transverse reinforcement groove 5 and a longitudinal reinforcement groove 6 are provided on the base 4, and the web reinforcement mounting frame 2 is relatively installed on the pedestal 1 on both sides of the base plate 4, one of the web reinforcement mounting frames 2 is slidably set on the pedestal 1, and the other web reinforcement mounting frame 2 is fixedly set on the pedestal 1, and the two web reinforcement mounting frames 2 are respectively installed with vertical reinforcement positioning webs 3.

[0034] Specifically, the vertical steel bar positioning web 3 includes an upper web 31, a lower web 32 and a slot bracket 33. The upper web 31 and the lower web 32 are respectively installed on the web steel bar mounting frame 2 through the slot bracket 33. The inner wall and the outer wall of the upper web 31 and the lower web 32 are provided with vertical steel bar slots 34, and the vertical steel bar slots 34 are used to fix the vertical steel bars.

[0035] Specifically, operating platforms 7 are respectively installed at both ends of the two web reinforcement mounting frames 2 to form an end-to-end connection, wherein one operating platform 7 is slidably disposed on the pedestal 1 , and the other operating platform 7 is fixedly disposed on the pedestal 1 .

[0036] Specifically, two layers of operating tables 8 are provided in the web reinforcement installation frame 2 fixed on the pedestal 1. The two layers of operating tables 8 are connected by stairs 9. The operating table 8 on the lower layer is connected to the base plate 4 by stairs 9, which is convenient for workers to tie the reinforcement at different positions.

[0037] Specifically, the slot brackets 33 are relatively installed on both sides of the web reinforcement installation frame 2 and are slidably arranged along the direction of the transverse reinforcement slot 5 .

[0038] Specifically, the slot bracket 33 includes a fixed clip 331 and a frame 332. The fixed clip 331 is relatively installed on both sides of the web steel bar mounting frame 2. The frame 332 is installed on the fixed clip 331 and slides relative to the fixed clip 331 along the direction of the transverse steel bar slot 5. The frame 332 is provided with a slot 333 for installing the vertical steel bar positioning web 3.

[0039] Specifically, the operating table 8 is provided with anti-slip grooves 10 to ensure the safety of the workers when tying the steel bars on the operating table 8 .

[0040] Specifically, two layers of operating tables 8 are also provided in the operating platform 7, which are convenient for the staff to move around and for tying the steel bars.

[0041] Specifically, one of the web reinforcement mounting brackets 2 is slidably disposed on the pedestal 1 via a pulley 11 .

[0042] Specifically, one of the operating platforms 7 is slidably disposed on the pedestal 1 via a pulley 11 .

[0043] Specifically, one layer of the operating table 8 is arranged on the top of the web reinforcement installation frame 2, and the other layer of the operating table 8 is arranged in the middle of the web reinforcement installation frame 2.

[0044] The method of using the prefabricated integrated pipe gallery steel bar binding cradle in this application is:

[0045] Slide the web reinforcement installation cradle 2 slidingly set on the pedestal 1 to a fixed position and fix it firmly, use the transverse reinforcement groove 5 and the longitudinal reinforcement groove 6 on the bottom plate 4 to install the reinforcement, use the vertical reinforcement positioning web 3 installed on the two web reinforcement installation cradles 2 to install the vertical reinforcement, and finally install the top plate reinforcement; after the reinforcement is tied, first move the vertical reinforcement out of the vertical reinforcement positioning web 3, then slide the web reinforcement installation cradle 2 slidingly set on the pedestal 1 away, and finally use a professional reinforcement skeleton hoist to lift it to the prefabricated platform.

[0046] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention, rather than to limit it. Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that they can still modify the technical solutions described in the aforementioned embodiments, or replace some or all of the technical features therein with equivalents. However, these modifications or replacements do not cause the essence of the corresponding technical solutions to deviate from the scope of the technical solutions of the embodiments of the present invention.

Claims

1. A prefabricated integrated pipe gallery steel bar binding cradle, characterized in that: It comprises a pedestal, a web reinforcement mounting bracket and a vertical reinforcement positioning web; a bottom plate is mounted on the pedestal, a transverse reinforcement slot and a longitudinal reinforcement slot are provided on the bottom plate, the web reinforcement mounting brackets are relatively mounted on the pedestal on both sides of the bottom plate, one of the web reinforcement mounting brackets is slidably mounted on the pedestal, the other web reinforcement mounting bracket is fixedly mounted on the pedestal, and the vertical reinforcement positioning webs are respectively mounted on the two web reinforcement mounting brackets; The vertical steel bar positioning web comprises an upper web, a lower web and a slot bracket, the upper web and the lower web are respectively mounted on the web steel bar mounting frame through the slot bracket, and the inner and outer walls of the upper web and the lower web are both provided with vertical steel bar slots; Both ends of the two web reinforcement mounting frames are respectively provided with operating platforms to form a head-to-tail connection, wherein one of the operating platforms is slidably arranged on the pedestal, and the other operating platform is fixedly arranged on the pedestal; The slot brackets are relatively mounted on both sides of the web reinforcement mounting bracket and are slidably arranged along the direction of the transverse reinforcement slots; The slot bracket includes a fixed clip and a frame body, the fixed clip is relatively installed on both sides of the web steel bar mounting bracket, the frame body is installed on the fixed clip and slides relatively with the fixed clip along the direction of the transverse steel bar slot, and the frame body is provided with a slot for installing the web.

2. The prefabricated integrated pipe gallery steel bar binding cradle according to claim 1 is characterized in that: Two layers of operating tables are arranged in the web reinforcement installation frame fixed on the pedestal. The two layers of operating tables are connected by stairs, and the operating table located at the lower layer is connected to the bottom plate through the stairs.

3. The prefabricated integrated pipe gallery steel bar binding cradle according to claim 2 is characterized in that: The operating table top is provided with anti-skid patterns.

4. The prefabricated integrated pipe gallery steel bar binding cradle according to claim 1 is characterized in that: One of the web reinforcement mounting brackets is slidably arranged on the pedestal via a pulley.

5. The prefabricated integrated pipe gallery steel bar binding cradle according to claim 1 is characterized in that: One of the operating platforms is slidably arranged on the pedestal via a pulley.

6. The prefabricated integrated pipe gallery steel bar binding cradle according to claim 2 is characterized in that: One of the operation tables is arranged on the top of the web reinforcement installation frame, and the other operation table is arranged in the middle of the web reinforcement installation frame.

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