Narrow site foundation pit intercepting ditch and temporary pipeline fusion system and construction method thereof
Through the setting interception groove around the foundation pit of the small construction site and the centralized layout of the temporary pipeline, the problem of zero -time arranging layout of the temporary pipeline is solved, the spatial utilization rate and construction safety are improved, and the difficulty and cost of the maintenance are reduced.
Patent Information
- Application Number
- CN202411694746.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2024-11-25
- Publication Date
- 2025-01-28
AI Technical Summary
The temporary pipeline layout of narrow construction sites is messy, resulting in low space utilization, poor safety and civilized construction management effect, and increasing the difficulty and cost of later maintenance.
Design a narrow venue foundation pit interceptor ditch and the temporary pipeline fusion system to set the foundation pit precipitation drainage and drainage, temporary power supply and water supply lines at the construction site in the interceptor, and use the installation bracket and placement groove to make a regular layout.
It has improved the use of on -site space utilization, avoids the disorderly layout of temporary pipelines, increases the safety and civilization of the construction site, and reduces the difficulty and cost of later maintenance.
Smart Images
Figure CN119373938A_ABST
Abstract
Description
Technical Field
[0001] The present application relates to the technical field of construction engineering, and in particular to a narrow site foundation pit intercepting ditch and temporary pipeline fusion system and a construction method thereof. Background Art
[0002] As people's safety awareness continues to improve, the requirements for safe and civilized construction management and rationality of on-site layout in each construction stage of construction projects are becoming higher and higher. In particular, the contradictions in on-site layout management during the construction stage of projects in narrow construction sites are becoming more and more severe. Temporary pipelines and temporary settings and layout plans directly affect the utilization rate of the plane space in a narrow construction site and the effect of on-site safe and civilized construction management.
[0003] At present, temporary pipelines at construction sites are mostly set up by direct burial or overhead methods, which can realize functions such as water supply and power supply at the construction site.
[0004] However, this method of direct burial or overhead construction can easily lead to a "zippered road" on site, with various pipelines interlaced and overlapping, which not only wastes space and reduces the utilization rate of on-site space, but also makes it difficult to inspect and repair the pipelines in the later stage, increasing the manpower and material costs. Based on this, the present application proposes a system for integrating a foundation pit intercepting ditch and a temporary pipeline in a narrow site and a construction method thereof. Summary of the invention
[0005] The present application provides a system for integrating foundation pit intercepting ditches and temporary pipelines in a narrow site and a construction method thereof, wherein various pipelines such as foundation pit dewatering and drainage, temporary power supply and water supply at the construction site are centrally arranged in the intercepting ditch, thereby improving the utilization rate of on-site space, avoiding the situation of disorderly arrangement of various temporary pipelines in traditional narrow construction sites, effectively improving the safety and civilized construction site appearance, and reducing the difficulty of later maintenance.
[0006] In order to solve the above technical problems, this application adopts the following technical solutions: The first aspect of the present application provides a narrow site foundation pit intercepting ditch and temporary pipeline integration system, including an intercepting ditch, a downdraft pipe, multiple installation brackets, a temporary water supply pipe and a temporary cable. The intercepting ditch is arranged around the foundation pit, and multiple downdraft wells are arranged in the intercepting ditch. The multiple downdraft wells are arranged at intervals along the length direction of the intercepting ditch. The downdraft pipe is arranged in the intercepting ditch, and the downdraft pipe is connected to the downdraft well through a branch pipe. Multiple installation brackets are arranged at intervals on the side wall of the intercepting ditch on the outer side along the length direction of the intercepting ditch. The temporary water supply pipe is arranged on the installation bracket, and the temporary cable is arranged on the installation bracket.
[0007] When in use, the integrated construction system integrates the intercepting ditch with the temporary pipeline. The precipitation well, drainage pipe and temporary pipeline (temporary water supply pipe and temporary cable, etc.) are all set in the intercepting ditch and arranged in a regular pattern.
[0008] Compared with the existing technology, this integrated construction system concentrates various pipelines such as foundation pit dewatering and drainage, temporary power supply and water supply at the construction site in the intercepting ditch, thereby improving the utilization rate of on-site space, avoiding the messy layout of various temporary pipelines in traditional narrow construction sites, effectively improving the safety and civilized construction site appearance, and reducing the difficulty of later maintenance.
[0009] In one embodiment of the present application, the mounting bracket includes a vertical plate and a horizontal plate, the horizontal plate is connected to the top end of the vertical plate, and a baffle is provided at one end of the horizontal plate away from the vertical plate.
[0010] In one embodiment of the present application, a plurality of placement grooves are provided on the transverse plate, and the placement grooves are used to clamp the temporary water supply pipe and the temporary cable.
[0011] In one embodiment of the present application, it is characterized in that it also includes a fire water pipe, which is arranged in the intercepting ditch and close to the downcomer pipe.
[0012] In one embodiment of the present application, a plurality of water collection pits are further included, and the plurality of water collection pits are arranged at intervals along the length direction of the intercepting ditch.
[0013] The second aspect of the present application provides a construction method for the narrow site foundation pit intercepting ditch and temporary pipeline fusion system according to the first aspect, comprising the following steps: Step 1: construct a plurality of drainage wells around the foundation pit, wherein the plurality of drainage wells are arranged around the foundation pit; Step 2: constructing a drainage ditch around the foundation pit, wherein the drainage ditch surrounds the foundation pit, and the drainage wells are all located in the drainage ditch; Step 3: laying a drainage pipe along the intercepting ditch, and connecting the drainage pipe with the drainage well through a branch pipe; Step 4: a plurality of mounting brackets are arranged on the side wall of the intercepting ditch on the outer side, and the plurality of mounting brackets are arranged at intervals along the length direction of the intercepting ditch; Step 5: Lay temporary water supply pipes and temporary cables on the mounting bracket.
[0014] During implementation, this construction method integrates the intercepting ditch with the temporary pipeline. The precipitation well, drainage pipe and temporary pipeline (temporary water supply pipe and temporary cable, etc.) are all set in the intercepting ditch, so that various pipelines are arranged in a regular manner.
[0015] Compared with the existing technology, this construction method concentrates various pipelines such as foundation pit dewatering and drainage, temporary power supply and water supply at the construction site in the intercepting ditch, improves the utilization rate of on-site space, avoids the messy layout of various temporary pipelines in traditional narrow construction sites, effectively improves the safety and civilized construction site appearance, and reduces the difficulty of later maintenance.
[0016] In one embodiment of the present application, the mounting bracket includes a vertical plate and a horizontal plate, the horizontal plate is connected to the top end of the vertical plate, and a baffle is provided at one end of the horizontal plate away from the vertical plate.
[0017] In one embodiment of the present application, a plurality of placement grooves are provided on the transverse plate, and the placement grooves are used to clamp the temporary water supply pipe and the temporary cable.
[0018] In one embodiment of the present application, a step of laying a fire-fighting water pipe is included between step three and step four, and the fire-fighting water pipe is arranged in the intercepting ditch and close to the downcomer pipe.
[0019] In one embodiment of the present application, a step of constructing a plurality of water collection pits is further included between step one and step two, and the plurality of water collection pits are arranged at intervals along the length direction of the intercepting ditch. BRIEF DESCRIPTION OF THE DRAWINGS
[0020] In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, a brief introduction will be given below to the drawings required for use in the embodiments or the description of the prior art. Obviously, the drawings described below are some embodiments of the present application. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying any creative work.
[0021] Figure 1 A schematic diagram of the structure of a narrow site foundation pit intercepting ditch and temporary pipeline fusion system provided in an embodiment of the present application; Figure 2 A schematic cross-sectional view of a system for integrating a foundation pit intercepting ditch and a temporary pipeline in a narrow site provided by an embodiment of the present application; Figure 3 A schematic diagram of the three-dimensional structure of a mounting bracket used in a narrow site foundation pit intercepting ditch and temporary pipeline fusion system provided in an embodiment of the present application; Figure 4 A flow chart of a construction method for a narrow site foundation pit intercepting ditch and temporary pipeline integration system provided in one embodiment of the present application.
[0022] Reference numerals: 100, intercepting ditch; 200, drainage well; 300, drainage pipe; 310, branch pipe; 400, mounting bracket; 410, vertical board; 420, horizontal board; 430, baffle; 440, placement trough; 500, temporary water supply pipe; 600, temporary cable; 700, fire water pipe; 800, sump. DETAILED DESCRIPTION
[0023] In order to make the purpose, technical scheme and advantages of the embodiments of the present application clearer, the technical scheme in the embodiments of the present application is clearly and completely described below. Obviously, the described embodiments are part of the embodiments of the present application, not all of the embodiments. Based on the embodiments in the present application, all other embodiments obtained by ordinary technicians in this field without creative work also fall within the scope of protection of the present application.
[0024] In the description of the present application, it should be understood that the terms "center", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", etc., indicating orientations or positional relationships, are based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present application and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be understood as a limitation on the present application.
[0025] The terms "first" and "second" are used for descriptive purposes only and should not be understood as indicating or implying relative importance or implicitly indicating the number of the indicated technical features. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of the features. In the description of this application, unless otherwise specified, "plurality" means two or more.
[0026] In the description of this application, 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. For ordinary technicians in this field, the specific meanings of the above terms in this application can be understood according to specific circumstances.
[0027] Figure 1 A schematic diagram of the structure of a narrow site foundation pit intercepting ditch and temporary pipeline fusion system provided in one embodiment of the present application. Figure 2 A schematic cross-sectional view of a system for integrating a foundation pit intercepting ditch and a temporary pipeline in a narrow site provided in one embodiment of the present application. Figure 3 A schematic diagram of the three-dimensional structure of a mounting bracket used in a narrow site foundation pit intercepting ditch and temporary pipeline fusion system provided in one embodiment of the present application. Figure 4A flow chart of a construction method for a narrow site foundation pit intercepting ditch and temporary pipeline integration system provided in one embodiment of the present application.
[0028] The embodiment of the first aspect of the present application provides a system for integrating a foundation pit intercepting ditch and a temporary pipeline in a narrow site, such as Figure 1 and Figure 2 As shown, it includes an intercepting ditch 100, a downdraft pipe 300, a plurality of mounting brackets 400, a temporary water supply pipe 500 and a temporary cable 600, wherein the intercepting ditch 100 is a structure for realizing water interception in the foundation pit and is also a structure for accommodating other components, the downdraft pipe 300 can realize the downdraft and drainage of the intercepting ditch 100, the mounting bracket 400 can provide installation support for other components, the adjacent water supply pipe can realize on-site water supply, and the temporary cable 600 can realize on-site power supply.
[0029] The intercepting ditch 100 is arranged around the foundation pit. A plurality of precipitation wells 200 are arranged in the intercepting ditch 100. The plurality of precipitation wells 200 are arranged at intervals along the length direction of the intercepting ditch 100. A precipitation pipe 300 is arranged in the intercepting ditch 100. The precipitation pipe 300 is connected with the precipitation well 200 through a branch pipe 310, so that precipitation and drainage in the intercepting ditch 100 can be realized.
[0030] like Figure 1 and Figure 2 As shown, a plurality of mounting brackets 400 are arranged at intervals on the side wall of the intercepting ditch 100 on the outer side along the length direction of the intercepting ditch 100, a temporary water supply pipe 500 is arranged on the mounting bracket 400, and the temporary water supply pipe 500 can realize on-site water supply, and a temporary cable 600 is arranged on the mounting bracket 400, and the temporary cable 600 can realize on-site power supply.
[0031] When in use, the fusion construction system integrates the intercepting ditch 100 with the temporary pipeline. The dewatering well 200, the dewatering pipe 300 and the temporary pipeline (temporary water supply pipe 500 and temporary cable 600, etc.) are all arranged in the intercepting ditch 100 in a regular manner.
[0032] Compared with the existing technology, the integrated construction system centrally arranges various pipelines such as foundation pit dewatering and drainage, temporary power supply and water supply at the construction site in the intercepting ditch 100, thereby improving the utilization rate of on-site space, avoiding the messy layout of various temporary pipelines in traditional narrow construction sites, effectively improving the safety and civilized construction site appearance, and reducing the difficulty of later maintenance.
[0033] In some embodiments, Figure 3As shown, the mounting bracket 400 includes a vertical plate 410 and a horizontal plate 420, the horizontal plate 420 is connected to the top of the vertical plate 410 to form an L shape, and a baffle 430 is provided at one end of the horizontal plate 420 away from the vertical plate 410. The temporary water supply pipe 500 and the temporary cable 600 are laid on the horizontal plate 420, and the baffle 430 can play a role of limiting and blocking to prevent the temporary water supply pipe 500 and the temporary cable 600 from falling off.
[0034] In some embodiments, Figure 3 As shown, a plurality of placement grooves 440 are provided on the horizontal plate 420, and the placement grooves 440 are used to place temporary water supply pipes 500 and temporary cables 600, so that the temporary water supply pipes 500 and temporary cables 600 are neatly placed in the placement grooves 440, the temporary pipeline laying is more standardized, the site is more beautiful, and at the same time, the temporary water supply pipes 500 and temporary cables 600 are prevented from being misplaced and moved.
[0035] In some embodiments, Figure 2 As shown, the integrated construction system also includes a fire hose 700, which is arranged in the intercepting ditch 100 and close to the downcomer pipe 300 to provide fire-fighting facilities and safety protection for the site.
[0036] In some embodiments, Figure 2 As shown, the integrated construction system also includes a plurality of sump pits 800 , which are arranged at intervals along the length direction of the intercepting ditch 100 . The sump pits 800 can collect water in the intercepting ditch 100 to achieve site drainage.
[0037] The second aspect of the present application provides a construction method for a narrow site foundation pit intercepting ditch 100 and a temporary pipeline fusion system applied to the first aspect, such as Figure 4 As shown, the following steps are included: Step 1: construct a plurality of precipitation wells 200 around the foundation pit. The plurality of precipitation wells 200 are arranged around the foundation pit. The precipitation wells 200 can collect precipitation.
[0038] Step 2: construct a drainage ditch 100 around the foundation pit. The drainage ditch 100 is arranged around the foundation pit, and the precipitation wells 200 are all located in the drainage ditch 100 to realize water interception of the foundation pit.
[0039] Step three: lay the downdraft pipe 300 along the intercepting ditch 100, and connect the downdraft pipe 300 with the precipitation well 200 through the branch pipe 310. The precipitation can be introduced into the precipitation well 200 through the downdraft pipe 300 to realize precipitation collection.
[0040] Step 4: multiple mounting brackets 400 are arranged on the side wall of the intercepting ditch 100 on the outer side. The multiple mounting brackets 400 are arranged at intervals along the length direction of the intercepting ditch 100. The mounting brackets 400 can provide mounting support for other components.
[0041] Step 5: Lay a temporary water supply pipe 500 and a temporary cable 600 on the mounting bracket 400 to realize on-site water supply and power supply, and separate them from the downcomer pipe 300 etc. through the mounting bracket 400 to prevent them from being intertwined.
[0042] During implementation, the construction method integrates the intercepting ditch 100 with the temporary pipeline. The drainage well 200, the drainage pipe 300 and the temporary pipeline (temporary water supply pipe 500 and temporary cable 600, etc.) are all arranged in the intercepting ditch 100, so that various pipelines are arranged in a regular manner.
[0043] Compared with the existing technology, this construction method centrally arranges various pipelines such as foundation pit dewatering and drainage, temporary power supply and water supply at the construction site in the intercepting ditch 100, thereby improving the utilization rate of on-site space, avoiding the situation of disorderly layout of various temporary pipelines in traditional narrow construction sites, effectively improving the safety and civilized construction site appearance, and reducing the difficulty of later maintenance.
[0044] In some embodiments, Figure 3 As shown, the mounting bracket 400 includes a vertical plate 410 and a horizontal plate 420, the horizontal plate 420 is connected to the top of the vertical plate 410 to form an L shape, and a baffle 430 is provided at one end of the horizontal plate 420 away from the vertical plate 410. The temporary water supply pipe 500 and the temporary cable 600 are laid on the horizontal plate 420, and the baffle 430 can play a role of limiting and blocking to prevent the temporary water supply pipe 500 and the temporary cable 600 from falling off.
[0045] In some embodiments, Figure 3 As shown, a plurality of placement grooves 440 are provided on the horizontal plate 420, and the placement grooves 440 are used to place temporary water supply pipes 500 and temporary cables 600, so that the temporary water supply pipes 500 and temporary cables 600 are neatly placed in the placement grooves 440, the laying is more standardized, the site is more beautiful, and at the same time, the temporary water supply pipes 500 and temporary cables 600 are prevented from being misplaced and moved.
[0046] In some embodiments, the step between step three and step four also includes the step of laying a fire hose 700. The fire hose 700 is arranged in the intercepting ditch 100 and close to the downcomer pipe 300 to provide fire-fighting facilities and safety protection for the site.
[0047] In one embodiment of the present application, a step of constructing a plurality of sump pits 800 is also included between step one and step two. The plurality of sump pits 800 are arranged at intervals along the length direction of the intercepting ditch 100. The plurality of sump pits 800 are arranged at intervals along the length direction of the intercepting ditch 100. The sump pits 800 can collect water in the intercepting ditch 100 to achieve site drainage.
[0048] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present application, rather than to limit it. Although the present application has been described in detail with reference to the aforementioned embodiments, ordinary technicians in the field should understand that they can still modify the technical solutions recorded 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 application.
Claims
1. A system for integrating a foundation pit intercepting ditch and a temporary pipeline in a narrow site, characterized in that: include: An intercepting ditch, the intercepting ditch is arranged around the foundation pit, a plurality of drainage wells are arranged in the intercepting ditch, and the plurality of drainage wells are arranged at intervals along the length direction of the intercepting ditch; A downdraft pipe, the downdraft pipe is arranged in the intercepting ditch, and the downdraft pipe is connected with the downdraft well through a branch pipe; A plurality of mounting brackets, wherein the plurality of mounting brackets are arranged at intervals along the length direction of the intercepting ditch on the side wall of the intercepting ditch on the outer side; A temporary water supply pipe, wherein the temporary water supply pipe is arranged on the mounting bracket; A temporary cable is arranged on the mounting bracket.
2. The narrow site foundation pit intercepting ditch and temporary pipeline fusion system according to claim 1 is characterized in that: The mounting bracket comprises a vertical plate and a horizontal plate, wherein the horizontal plate is connected to the top end of the vertical plate, and a baffle is arranged at one end of the horizontal plate away from the vertical plate.
3. The narrow site foundation pit intercepting ditch and temporary pipeline fusion system according to claim 2 is characterized in that: The transverse plate is provided with a plurality of placement grooves, and the placement grooves are used for clamping the temporary water supply pipe and the temporary cable.
4. The narrow site foundation pit intercepting ditch and temporary pipeline fusion system according to any one of claims 1 to 3, characterized in that: It also includes a fire-fighting water pipe, which is arranged in the intercepting ditch and close to the downcomer pipe.
5. The narrow site foundation pit intercepting ditch and temporary pipeline fusion system according to claim 4 is characterized in that: It also includes a plurality of water collection pits, which are arranged at intervals along the length direction of the intercepting ditch.
6. A construction method for the narrow site foundation pit intercepting ditch and temporary pipeline fusion system according to any one of claims 1 to 5, characterized in that: The following steps are involved: Step 1: construct a plurality of drainage wells around the foundation pit, wherein the plurality of drainage wells are arranged around the foundation pit; Step 2: constructing a drainage ditch around the foundation pit, wherein the drainage ditch surrounds the foundation pit, and the drainage wells are all located in the drainage ditch; Step 3: laying a drainage pipe along the intercepting ditch, and connecting the drainage pipe with the drainage well through a branch pipe; Step 4: a plurality of mounting brackets are arranged on the side wall of the intercepting ditch on the outer side, and the plurality of mounting brackets are arranged at intervals along the length direction of the intercepting ditch; Step 5: Lay temporary water supply pipes and temporary cables on the mounting bracket.
7. The construction method according to claim 6, characterized in that: The mounting bracket comprises a vertical plate and a horizontal plate, wherein the horizontal plate is connected to the top end of the vertical plate, and a baffle is arranged at one end of the horizontal plate away from the vertical plate.
8. The construction method according to claim 7, characterized in that: The transverse plate is provided with a plurality of placement grooves, and the placement grooves are used for clamping the temporary water supply pipe and the temporary cable.
9. The construction method according to any one of claims 6 to 8, characterized in that: The step of laying a fire-fighting water pipe is also included between step three and step four. The fire-fighting water pipe is arranged in the intercepting ditch and close to the downcomer pipe.
10. The construction method according to claim 9, characterized in that: The step of constructing a plurality of water collection pits is also included between step one and step two, and the plurality of water collection pits are arranged at intervals along the length direction of the intercepting ditch.