Embedded bolt hole mounting structure suitable for large-volume plain concrete foundation

By adopting a combined structure of rectangular tubes and sliding limit mechanisms on the basis of large-volume plain concrete, the front-implanted installation of pre-embedded bolt holes is achieved, which solves the problems of complicated procedures, material waste and large positioning errors in the existing technology and improves construction efficiency and quality.

CN223446670UActive Publication Date: 2025-10-17CHINA ELECTRONICS SYST ENG NO 2 CONSTR
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Patent Information

Application Number
CN202422310403.8
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-09-23
Publication Date
2025-10-17
Estimated Expiration
2034-09-23

AI Technical Summary

Technical Problem

In the prior art, when fixing embedded bolt holes in large volumes of plain concrete, the process is cumbersome, inefficient, and results in serious material waste and large positioning errors, which affect construction quality and cost.

Method used

A combined structure of rectangular tubes, sliding limiting mechanisms and bolt hole positioning fittings is adopted. The embedded bolt holes are installed on the plain concrete foundation through a front implantation method. The structure includes rectangular tubes, sliding limiting mechanisms and bolt hole positioning fittings. The bolt holes are accurately positioned and fixed by using slide grooves and limiting mechanisms.

Benefits of technology

It simplifies the installation steps, improves construction efficiency, reduces costs, reduces material waste, and improves positioning accuracy and construction quality.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to an embedded bolt hole mounting structure suitable for a large-volume plain concrete foundation, which is structurally characterized in that first sliding chutes which are through up and down are formed in two ends of a rectangular pipe, second sliding chutes which are through front and back are formed in the middle and two sides of the middle of the rectangular pipe, and a sliding limiting mechanism is connected in each first sliding chute in a sliding manner; a pair of sliding limiting mechanisms is connected into the second sliding groove in the middle in a sliding mode, a sliding limiting mechanism is connected into each of the other two second sliding grooves in a sliding mode, and the rectangular pipe penetrates through a pair of bolt hole positioning pipe fittings. The two sides of the bolt hole positioning pipe fittings on the two sides are limited by one sliding limiting mechanism of the second sliding groove in the middle and the sliding limiting mechanism of the second sliding groove in the corresponding side in the middle respectively, and the two ends of the rectangular pipe are limited to formworks on the two sides of the plain concrete foundation through the sliding limiting mechanisms in the first sliding grooves. The bolt hole positioning pipe fitting is embedded firstly, then plain concrete is poured, and then the embedded bolt hole is formed. The structural design and the carrying, mounting and dismounting of parts are convenient, the input cost is low, and the construction efficiency can be effectively improved.
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Description

TECHNICAL FIELD

[0001] The utility model relates to a plain concrete foundation pre -buried bolt hole mounting structure, concretely relates to a pre -buried bolt hole mounting structure suitable for monocrystal furnace and other large -volume plain concrete foundation, belongs to building engineering technical field. BACKGROUND

[0002] In prior art, the pre -buried bolt (hole) in industrial building is usually fixed in reinforced concrete structure, and positioning and fixing usually depend on the reinforcement in the structure, and there are few construction methods for fixing the pre -buried bolt hole in plain concrete. In actual construction, the pre -buried bolt hole is usually fixed in large -volume plain concrete by pouring plain concrete first, positioning by using plastic plate and other molds, and then implanting pipe fittings to form the pre -buried hole. There are the following problems:

[0003] 1) Many procedures, low efficiency. The plastic plate and other molds need to be cut according to the outer contour size of the large -volume plain concrete in advance, and the bolt hole position is calibrated and holed, then it is taken to the plain concrete foundation site for installation, and the size of the plain concrete foundation is usually larger than the mold size, which may involve splicing. If the positioning size changes, it needs to be recalibrated and cannot be reused.

[0004] 2) Material waste, cost increase. Since the concrete needs to be poured first and then the pipe fittings are pressed in, the excess scattered concrete will be discarded, and when there are many reserved holes, the cost of the discarded amount is particularly obvious. At the same time, the plastic plate is disposable.

[0005] 3) Large positioning error, affecting the quality of surface finishing. When the pipe fittings are pressed in, a protrusion will be formed near the excess concrete, and to finish the surface, the hole diameter will be larger than the outer diameter of the pipe fittings by more than 5-6 cm, and the protruding part of the concrete will overflow from this position, thereby affecting the surface finishing. In positioning, this part of the plane and the elevation positioning depend on the subjective sense of responsibility of workers, and at the same time, affected by the buoyancy, the pre -buried pipe fittings are easy to float up, thereby affecting the positioning elevation and subsequent equipment installation.

[0006] 4) Since the mold has a large contact area with the concrete, it needs to be cleaned in time when it is used repeatedly, which affects the service life, and also has the problems of inconvenience to carry, etc. UTILITY MODEL CONTENTS

[0007] The utility model provides a pre -buried bolt hole mounting structure suitable for large -volume plain concrete foundation, which aims to overcome the above -mentioned deficiencies in the prior art, simplify the installation steps, reduce the cost, and improve the installation efficiency and quality.

[0008] The utility model discloses a technical solution: a kind of pre-buried bolt hole mounting structure suitable for large volume plain concrete foundation, its structure includes rectangular tube, sliding limit mechanism and bolt hole positioning pipe fitting, first sliding slot is opened in the upper and lower through in rectangular tube both ends, second sliding slot is opened in the middle and the middle two sides of rectangular tube and is through in front and back, one sliding limit mechanism is slidably connected in two first sliding slots respectively, one pair of sliding limit mechanisms is slidably connected in the second sliding slot of middle, one sliding limit mechanism is slidably connected in other two second sliding slots respectively, rectangular tube passes through a pair of bolt hole positioning pipe fittings, two sides bolt hole positioning pipe fitting two sides are limited by the second sliding slot of middle one sliding limit mechanism and the sliding limit mechanism of second sliding slot of middle corresponding side respectively, rectangular tube both ends are limited on the formwork of plain concrete foundation two sides by the sliding limit mechanism in first sliding slot.This structure realizes front implantation, that is, first embed bolt hole positioning pipe fitting, then pour plain concrete, that is, form pre-buried bolt hole.

[0009] Preferably, the sliding limit mechanism is a limiting bolt or a bolt.

[0010] Preferably, the bolt hole positioning pipe fitting is provided with a rectangular opening matched with the shape of the rectangular tube, and the rectangular tube passes through the rectangular opening.

[0011] Preferably, the bolt hole positioning pipe fitting is provided with a rectangular opening matched with the shape of the rectangular tube, and the rectangular tube passes through the rectangular opening.

[0012] Preferably, the bolt hole positioning pipe fitting is provided with a rectangular opening matched with the shape of the rectangular tube, and the rectangular tube passes through the rectangular opening.

[0013] The utility model discloses the advantages: 1) structure design and spare and easy to carry and install, can freely install before and after use and adjust flexibly, can be applicable to different positioning working conditions;

[0014] 2) material source is extensive, and simple to make, can directly adopt the material of construction site commonly used to make, and the cost of investment is lower;

[0015] 3) pre-installation, post-pouring concrete, can be once received and become alive, does not exist secondary surface, can effectively improve construction efficiency. DRAWINGS

[0016] Figure 1 is the structure schematic diagram of the pre-buried bolt hole mounting structure suitable for large volume plain concrete foundation of the utility model.

[0017] Figure 2 is Figure 1 the plan view.

[0018] Figure 3 is the main view structure schematic diagram of the pre-buried bolt hole mounting structure suitable for large volume plain concrete foundation of the utility model.

[0019] Figure 4 is Figure 3 a top view.

[0020] In the figure, 1 is a rectangular pipe, 2 is a first sliding groove, 3 is a second sliding groove, 4 is a sliding limiting mechanism, 5 is a bolt hole positioning pipe fitting, 6 is a plain concrete foundation, 61 is a steel pipe, 62 is a square wood, 63 is a formwork, 64 is plain concrete, 7 is a limiting nail, and 8 is a reinforcing iron wire. DETAILED DESCRIPTION

[0021] The utility model will be explained in further detail below in combination with examples and specific embodiments.

[0022] As Figures 1-4 shown, a pre-buried bolt hole mounting structure suitable for a large-volume plain concrete foundation comprises a rectangular pipe 1, a sliding limiting mechanism 4, and a bolt hole positioning pipe fitting 5. The rectangular pipe 1 has a first sliding groove 2 passing through from top to bottom at both ends, and a second sliding groove 3 passing through from front to back at the middle and both sides of the middle. One sliding limiting mechanism 4 is slidably connected in each of the two first sliding grooves 2, one pair of sliding limiting mechanisms 4 is slidably connected in the second sliding groove 3 at the middle, and one sliding limiting mechanism 4 is slidably connected in each of the other two second sliding grooves 3. The rectangular pipe 1 passes through a pair of bolt hole positioning pipe fittings 5. Specifically, the bolt hole positioning pipe fitting 5 has a rectangular opening matching the shape of the rectangular pipe 1, and the rectangular pipe 1 passes through the rectangular opening. The bolt hole positioning pipe fittings 5 at both sides are respectively limited by one of the sliding limiting mechanisms 4 in the second sliding groove 3 at the middle and the sliding limiting mechanism 4 in the second sliding groove 3 at the corresponding side of the middle.

[0023] The sliding limiting mechanism 4 is a limiting bolt or a latch. It can be selected according to different working conditions.

[0024] The plain concrete foundation 6 is a prior art structure comprising a formwork 63 in the shape of a rectangle, square woods 62 vertically and spaced apart outside the formwork 63, steel pipes 61 horizontally and spaced apart outside the square woods 62, and plain concrete 64 cast inside the formwork 63.

[0025] In actual construction, the following steps are included:

[0026] 1) According to the positioning distribution of the pre-buried bolt holes, the adjustment range of the first sliding groove 2 and the second sliding groove 3 is determined, and the pre-buried bolt hole mounting structure suitable for the large-volume plain concrete foundation is made and assembled;

[0027] 2) A rectangular opening matching the size of the selected rectangular pipe 1 is made on the bolt hole positioning pipe fitting 5 (it only needs to be large enough to pass through smoothly, and should not be too large);

[0028] 3) Before pouring the plain concrete 64, install the embedded bolt hole installation structure suitable for the mass plain concrete foundation on the plain concrete foundation 6, and fix it on the formwork 63 through the sliding limiting mechanism 4 of the first sliding groove 2 at both ends to prevent left and right movement;

[0029] 4) Prevent the bolt hole positioning pipe 5 from displacement through the sliding limiting mechanism 4 of the second sliding groove 3, and prevent the bolt hole positioning pipe 5 from rotating around the rectangular pipe 1 through the rectangular opening;

[0030] 5) Prevent the upward floating through the reinforcing iron wire 8 connected to the end of the rectangular pipe 1 at one end and the nearest steel pipe 61 at the other end, improve the fixing effect, and further prevent displacement by setting the limiting nails on the formwork 63 at both sides of the rectangular pipe 1;

[0031] 6) After use, loosen the sliding limiting mechanism 4 at all places, and then gradually remove them.

[0032] In comparison, the prior art scheme is a post-implantation type, i.e., pouring the concrete first, and then implanting the embedded pipe to form the embedded hole. The scheme of the present application is a pre-implantation type, i.e., implanting the embedded pipe first, and then pouring the concrete to form the embedded hole.

[0033] The above-mentioned components are all prior art, and the person skilled in the art can use any model and existing design that can realize the corresponding functions.

[0034] The above-mentioned is only the preferred embodiment of the present application, and it should be pointed out that, for the person skilled in the art, without departing from the creative concept of the present application, a number of modifications and improvements can be made, which all belong to the protection scope of the present application.

Claims

1. A pre-buried bolt hole installation structure suitable for large-volume plain concrete foundation, characterized in that: The invention comprises a rectangular tube (1), a sliding limit mechanism (4) and a bolt hole positioning tube (5), wherein first sliding grooves (2) extending vertically are provided at both ends of the rectangular tube (1), and second sliding grooves (3) extending frontward and backward are provided in the middle and on both sides of the middle of the rectangular tube (1), wherein a sliding limit mechanism (4) is slidably connected in the two first sliding grooves (2), a pair of sliding limit mechanisms (4) is slidably connected in the middle second sliding groove (3), and a sliding limit mechanism (4) is slidably connected in the other two second sliding grooves (3), wherein the rectangular tube (1) passes through a pair of bolt hole positioning tubes (5), and the two sides of the bolt hole positioning tubes (5) are respectively limited by one sliding limit mechanism (4) in the middle second sliding groove (3) and the sliding limit mechanism (4) in the second sliding groove (3) on the corresponding side of the middle, and the two ends of the rectangular tube (1) are limited on the templates (63) on both sides of the plain concrete foundation (6) through the sliding limit mechanism (4) in the first sliding groove (2).

2. The embedded bolt hole installation structure suitable for large-volume plain concrete foundation according to claim 1, characterized in that: The sliding limiting mechanism (4) is a limiting bolt or a latch.

3. The embedded bolt hole installation structure suitable for large-volume plain concrete foundation according to claim 1, characterized in that: The bolt hole positioning pipe (5) is provided with a rectangular opening that matches the shape of the rectangular pipe (1), and the rectangular pipe (1) passes through the rectangular opening.

4. The embedded bolt hole installation structure suitable for large-volume plain concrete foundation according to claim 1, characterized in that: It also includes a reinforcing iron wire (8), one end of which is connected to the end of the rectangular tube (1) and the other end is connected to the outer side of the adjacent plain concrete foundation (6).

5. The embedded bolt hole installation structure suitable for large-volume plain concrete foundation according to claim 1, characterized in that: Limiting pins are provided on the templates (63) on both sides of the rectangular tube (1).