阅读说明：本技术 一种改扩建通航建筑物布置结构及其施工方法 (Reconstruction and extension navigable building arrangement structure and construction method thereof ) 是由 扈晓雯 刘普军 汤益佳 叶成华 苗琪 于 2021-08-10 设计创作，主要内容包括：本发明涉及一种改扩建通航建筑物布置结构及其施工方法。本发明适用于水利水电工程、水运交通工程。本发明的技术方案为一种改扩建通航建筑物的布置结构,其特征在于：具有两排平行布置的承重排架,每排承重排架顶部设有从已建挡水建筑物上游侧横跨至下游侧的门机轨道梁,所述门机轨道梁上安装有沿该门机轨道梁于所述已建挡水建筑物上下游侧来回移动的移动式门机,所述移动式门机上吊装有可升降的钢质承船箱。所述承重排架由若干根平行布置成两排的混凝土立柱构成,每排混凝土立柱顶部设有所述门机轨道梁。所述混凝土立柱之间经纵向连接梁连接。(The invention relates to a reconstruction and extension navigable building arrangement structure and a construction method thereof. The invention is suitable for water conservancy and hydropower engineering and water transportation engineering. The technical scheme of the invention is an arrangement structure for rebuilding and expanding a navigation building, which is characterized in that: the water retaining building is characterized by comprising two rows of bearing bent frames which are arranged in parallel, the top of each row of bearing bent frames is provided with a gantry crane track beam which stretches from the upstream side to the downstream side of a built water retaining building, a movable gantry crane which moves back and forth on the upstream side and the downstream side of the built water retaining building along the gantry crane track beam is mounted on the gantry crane track beam, and a lifting steel ship bearing box is hung on the movable gantry crane. The bearing bent frame is composed of a plurality of concrete columns which are arranged in parallel into two rows, and the top of each row of concrete columns is provided with the gantry crane track beam. The concrete columns are connected through longitudinal connecting beams.)

1. An arrangement structure for rebuilding and expanding a navigable building, characterized in that: the water retaining building is characterized by comprising two rows of bearing bent frames which are arranged in parallel, the top of each row of bearing bent frames is provided with a portal crane track beam (2) stretching from the upstream side to the downstream side of the built water retaining building, a movable portal crane (6) moving back and forth along the portal crane track beam on the upstream side and the downstream side of the built water retaining building is mounted on the portal crane track beam (2), and a liftable steel ship bearing box (7) is hung on the movable portal crane (6).

2. The arrangement of a rebuilt navigable building according to claim 1, characterized in that: the bearing bent frame is composed of a plurality of concrete columns (1) which are arranged in parallel into two rows, and the top of each row of concrete columns (1) is provided with the gantry crane track beam (2).

3. The arrangement of a rebuilt navigable building according to claim 2, characterized in that: the concrete columns (1) are connected through longitudinal connecting beams (3).

4. The arrangement of a rebuilt navigable building according to claim 1, characterized in that: the middle part of the bearing bent frame, which is close to the built water retaining building, is provided with a parking platform for overhauling and parking the steel ship bearing box (7), and the parking platform is provided with a platform panel (5) horizontally supported on a plurality of concrete columns (1), a longitudinal connecting beam (3) and a transverse connecting beam (4) which are connected among the concrete columns (1).

5. The arrangement of a rebuilt navigable building according to claim 1, characterized in that: the structure adopts a pier beam door-hung type vertical ship lift form and is arranged upstream and downstream across a flood discharge gate hole (8) of the built water retaining building.

6. Arrangement for rebuilding a navigable building according to claim 5, wherein: and a steel horizontal door (10) reconstructed by a steel lifting door (9) is arranged at the flood discharge gate hole (8).

7. A construction method for rebuilding and expanding an arrangement structure of a navigable building according to claims 1 to 6, characterized by the steps of:

7.1, excavating the foundation of the concrete upright post (1) on the side of a highway or a railway (12) and a built ship lock (11) close to a river bed;

7.2, sequentially pouring a concrete upright post (1), a longitudinal connecting beam (3) and a gantry crane track beam (2), pouring a transverse connecting beam (4) and parking a platform panel (5);

7.3, installing a three-dimensional movable gantry crane (6) capable of moving back and forth along the water flow direction on the gantry crane track beam (2);

7.4, installing a steel ship receiving chamber (7) capable of hoisting up and down to move on the movable gantry crane (6);

7.5, removing the steel lifting gate (9) of the existing flood discharge gate hole (8), and then rebuilding the steel lifting gate into a steel horizontal gate (10).

Technical Field

The invention relates to a reconstruction and extension navigable building arrangement structure and a construction method thereof. The method is suitable for water conservancy and hydropower engineering and water transportation traffic engineering.

Background

A navigation building is a dam-crossing facility which is built for realizing river canalization and communicating different water systems in water transportation engineering. The channels between the steps of the river overcome the fall of concentrated water level by means of navigation buildings and are connected into a four-way and eight-way inland river navigation network. The navigation buildings are mainly divided into two categories of a lock and a ship lift, and through construction practice and experience summary of recent decades, the technology of the domestic navigation buildings ascends into the advanced ranks in the world.

However, the advantages and potentials of inland river water transportation in China are not fully exerted, high-grade channel mileage is less, large-scale and specialized port areas are insufficient, ship type standardization degree of ships is low, inland river navigation interruption, channel junction congestion, unsmooth river intermodal transportation and other problems are prominent, and great differences exist between inland river water transportation and national economic development and comprehensive transportation requirements. In recent years, with the increase of the transportation capacity of waterways and the development of large-scale ships, the transportation capacity of many navigable buildings tends to be saturated, for example, the actual transportation capacity of the Yichang three gorges hub ship lock and the Zhejiang Fuchun river ship lock exceeds the design passing capacity, the transportation capacity of the Siyang ship lock, the Hunan Changsha ship lock and the Oizhou ship lock also reaches more than 70% of the design transportation capacity, and the time for ships to be locked is too long. Meanwhile, part of navigable buildings are long in construction time and are not matched with the size of the existing ship, such as a Guangxi rock beach ship lift. In addition, the external conditions of some navigable buildings change, ships can not navigate in certain periods, the overstock condition of ship passing through the lock is serious, and if the lowest navigation water level is reduced due to the fact that the first-line ship lock and the second-line ship lock in Guangxi Changchou are cut down on the downstream riverbed, the navigation water depth is reduced, and the ship passing through the lock rate is reduced. In addition, some navigable buildings have long off-voyage time in the maintenance period and serious ship port pressure, such as the Hangzhou Trifort ship lock, the Jiangsu Siyang ship lock and the like. The navigation buildings become navigation obstructing nodes of corresponding channels, and need to be reconstructed and expanded urgently, the number of lines of the navigation buildings is increased, smoothness is guaranteed, and the navigation buildings are mutually standby, so that the development of inland river water transportation high-level channels is facilitated, and a modern comprehensive transportation system is constructed.

In fact, the reconstruction and extension of part of navigation buildings are limited by external conditions (railways and expressways), and the scheme of constructing the compound navigation building by opening up a new navigation channel cannot be implemented because the reconstruction and extension space to the shore side is basically not provided and the shore side excavation is conventionally carried out.

Disclosure of Invention

The technical problem to be solved by the invention is as follows: aiming at the existing problems, the reconstruction and expansion navigable building arrangement structure and the construction method thereof with simple structure and convenient construction are provided, the technical problem that the reconstruction and expansion navigable building has no space expansion arrangement under the limited condition is effectively solved, and the reconstruction and expansion navigable building arrangement structure has obvious benefits under the environmental conditions of development of a multi-line navigable building with a high-grade channel in water transportation, high flood discharge requirement of an original hub and limited peripheral highways and railways.

The technical scheme adopted by the invention is as follows: an arrangement structure for rebuilding and expanding a navigable building, characterized in that: the water retaining building is characterized by comprising two rows of bearing bent frames which are arranged in parallel, the top of each row of bearing bent frames is provided with a gantry crane track beam which stretches from the upstream side to the downstream side of a built water retaining building, a movable gantry crane which moves back and forth on the upstream side and the downstream side of the built water retaining building along the gantry crane track beam is mounted on the gantry crane track beam, and a lifting steel ship bearing box is hung on the movable gantry crane.

The bearing bent frame is composed of a plurality of concrete columns which are arranged in parallel into two rows, and the top of each row of concrete columns is provided with the gantry crane track beam.

The concrete columns are connected through longitudinal connecting beams.

The middle part of the bearing bent frame close to the built water retaining building is provided with a parking platform for overhauling and parking the steel ship bearing box, and the parking platform is provided with a platform panel horizontally supported on a plurality of concrete upright posts, a longitudinal connecting beam and a transverse connecting beam which are connected between the concrete upright posts.

The structure adopts a pier beam door-hung type vertical ship lift form and is arranged upstream and downstream across the flood discharge gate hole of the built water retaining building.

And a steel horizontal door reconstructed from a steel lifting door is arranged at the flood discharge gate.

A construction method for rebuilding and expanding an arrangement structure of a navigation building is characterized by comprising the following steps:

1. excavating the foundation of the concrete upright column on the side of the expressway or the railway and the built ship lock close to the river bed;

2. sequentially pouring concrete upright posts, longitudinal connecting beams, gantry crane track beams, transverse connecting beams and parking platform panels;

3. the gantry crane is characterized in that a three-dimensional movable gantry crane capable of moving back and forth along the water flow direction is mounted on a gantry crane track beam;

4. installing a steel ship receiving chamber capable of hoisting up and down to move on the movable gantry crane;

5. and (4) dismantling the steel lifting gate of the existing flood discharge gate hole, and then rebuilding the steel lifting gate into a steel horizontal gate.

The invention has the beneficial effects that: the navigation building adopts a pier beam door hanging type vertical ship lift form, a pier beam door hanging type vertical ship lift is arranged at the upstream and downstream of a flood discharge gate hole of a built pivot, and a steel lifting door at the original flood discharge gate hole is modified, so that the conversion of closing water retaining and opening flood discharge functions is realized; the invention has the advantages of simple structure, convenient construction, no influence on flood discharge of the original hub, no restriction of surrounding expressway and railway environmental conditions and the like, can carry out arrangement and construction of a new extension navigable building under the condition of not influencing the function of the original hydraulic and hydroelectric hub, effectively solves the technical problems of reconstruction and extension arrangement of the navigable building (the problems of saturated traffic of the navigable building, low navigation guarantee rate, overstocked maintenance and ship of disconnected ship and the like) under the limited condition, provides a new idea for development of a multi-line navigable building of a high-grade channel of water transportation, obstruction of reconstruction and extension of the navigable building and smooth water transportation guarantee, and has wide application prospect.

Drawings

Fig. 1 is a schematic plan view of the embodiment.

FIG. 2 is a cross-sectional view taken along line I-I of FIG. 1.

FIG. 3 is a sectional view taken along line II-II of FIG. 1.

FIG. 4 is II of FIG. 3₁—II₁A cross-sectional view.

Fig. 5 is a sectional view taken along line III-III of fig. 1.

Fig. 6 is a cross-sectional view IV-IV of fig. 1.

Detailed Description

Because the reconstruction and extension of part of channel buildings are limited by external conditions (railways and expressways), the channel buildings basically do not have expansion spaces towards the shore side, and the scheme of establishing a new channel by utilizing the conventional excavation towards the shore side to open up a route for building a navigation building is difficult to implement, so the embodiment provides the arrangement structure of the reconstruction and extension navigation building.

As shown in fig. 1 to 3, the reconstructed navigable building layout structure of the embodiment is configured in a manner of using a pier beam door-hung vertical ship lift, is far away from a highway or a railway 12, is adjacent to a constructed ship lock 11, and is arranged across the upstream and downstream of a flood discharge gate hole 8, so as to reconstruct a steel lift gate 9 at the original flood discharge gate hole 8 into a steel horizontal gate 10 (see fig. 4).

As shown in fig. 5 to 6, the reconstructed and expanded navigable building layout structure of the embodiment is composed of two rows of bearing bent frames, portal crane track beams 2, parking platforms, movable portal cranes 6, steel ship-carrying compartments 7 and the like, wherein the bearing bent frames are arranged in parallel, the portal crane track beams 2 are installed at the tops of the bearing bent frames, the movable portal cranes 6 are movably installed on the portal crane track beams 2, and the steel ship-carrying compartments 7 are hoisted on the movable portal cranes 6 in a lifting manner.

The bearing bent is arranged into two rows by a plurality of concrete upright posts 1 in parallel, the top of each row of concrete upright posts 1 is provided with a gantry crane track beam 2, and each row of concrete upright posts 1 are longitudinally connected through a longitudinal connecting beam 3.

The movable gantry crane 6 is movably erected on the gantry crane track beam 2, namely can move back and forth along the top of the gantry crane track beam 2; the steel ship bearing box 7 is arranged between the two rows of bearing bent frames and can be lifted by the movable gantry crane 6 to move up and down; the parking platform is arranged in the middle of the bearing bent frame and used for overhauling and parking the steel ship bearing chamber 7 when the steel ship bearing chamber does not work, and the parking platform consists of a longitudinal connecting beam 3, a transverse connecting beam 4 and a platform panel 5, wherein the platform panel 5 is erected in the middle of two rows of concrete columns 1, the bottom of the platform panel is supported by a plurality of concrete columns 1, and the concrete columns 1 are connected through the longitudinal connecting beam 3 and the transverse connecting beam 4.

This embodiment is for reducing the lifting height of ship chamber, makes things convenient for the ship chamber to pass through from the lock top, if keeps steel lift gate, and the ship chamber lifting height need increase a lot, greatly increased the construction degree of difficulty. Therefore, the steel lifting door 9 arranged at the original flood discharge gate hole 8 is transformed into the steel horizontal door 10, and the steel horizontal door 10 comprises a door body, a hydraulic cylinder, a hoist and the like, which are similar to the conventional hydraulic horizontal door. And the water retaining is closed at ordinary times, and the flood discharge is started in the flood season, so that the conversion of the functions of closing the water retaining and starting the flood discharge is realized, and the requirement of the flood discharge capacity of the original hub is met.

The construction steps of this embodiment are as follows:

on the side of the expressway or railway 12 and the built ship lock 11 close to the riverbed, foundation excavation of the concrete upright 1 → pouring of the longitudinal connecting girder 3 → pouring of the gantry crane rail beam 2 → pouring of the transverse connecting beam 4 → pouring of the parking platform panel 5 → installation of the movable gantry crane 6 → installation of the steel ship reception chamber 7 → removal of the steel lift gate 9 of the existing flood discharge gate hole 8 → modification of the steel horizontal gate 10 are performed.

In this example, after the upstream and downstream ships pass through the dam and enter the steel ship receiving chamber 7, the ships are lifted by the vertical ship lift of the movable gantry crane 6 and then move along the gantry crane track beam 2, and the ships pass through the original flood discharge gate 8 and then are transported to the upstream side (or the downstream side), so that the requirements of arrangement, reconstruction and extension of the navigable building without affecting the original building structure are met.