CN215888301U - Disassembly-free template system structure for construction of small concrete cast-in-place water collecting well - Google Patents
Disassembly-free template system structure for construction of small concrete cast-in-place water collecting well Download PDFInfo
- Publication number
- CN215888301U CN215888301U CN202121189700.1U CN202121189700U CN215888301U CN 215888301 U CN215888301 U CN 215888301U CN 202121189700 U CN202121189700 U CN 202121189700U CN 215888301 U CN215888301 U CN 215888301U
- Authority
- CN
- China
- Prior art keywords
- water collecting
- collecting well
- disassembly
- block
- construction
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 42
- 238000010276 construction Methods 0.000 title claims abstract description 21
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 11
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 11
- 239000010959 steel Substances 0.000 claims abstract description 11
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 10
- 229910052742 iron Inorganic materials 0.000 claims description 5
- 238000005452 bending Methods 0.000 claims 1
- 238000006073 displacement reaction Methods 0.000 abstract description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 7
- 238000009415 formwork Methods 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a disassembly-free template system structure for small concrete cast-in-place water collecting well construction, which comprises a bottom connecting block and side connecting blocks, wherein adjacent side connecting blocks are connected with each other and are placed on the bottom connecting block to form a whole, and the disassembly-free template system is integrally placed in a foundation water collecting well pit and is connected with a steel bar on the foundation water collecting well pit to form a whole. After pouring is completed, the disassembly-free template system becomes a part of the structure of the water collecting well, construction steps of template supporting and template disassembling of the water collecting well are reduced, and the problems of deformation, displacement and difficulty in template disassembly caused by upward floating of the template and incapability of supporting and reinforcing the template during pouring of the water collecting well are solved.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a disassembly-free template system structure for small concrete cast-in-place water collecting well construction.
Background
Traditional sump pit construction all need adopt the template to pour, still need tear the form after pouring the completion, and the formwork process is many during the natural die filling, and the engineering time is of a specified duration, and the easy whole come-up of template during pouring, or because of concrete lateral pressure and the vibrations appear rising the mould and lead to the template to dismantle troublesome, the template card can't tear out in the concrete even, and flitch, template, iron nail iron wire loss are big.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a disassembly-free template system structure for small-sized concrete cast-in-place water collecting well construction, which overcomes the defects of the prior art.
In order to achieve the purpose, the utility model provides the following technical scheme:
the utility model provides a small-size cast-in-place sump pit of concrete construction is with exempting from to tear open template system structure, includes end joint block and side joint block, and adjacent side joint block connects each other and places and form wholly on end joint block, exempt from to tear open template system wholly place in basic sump pit and form wholly with the connection of the reinforcing bar on the basic sump pit.
As a further scheme of the utility model: the periphery of the bottom connecting block is provided with a clamping table, and the side connecting block is clamped into the corresponding clamping table to realize that the side connecting block is tightly contacted with the bottom connecting block.
As a further scheme of the utility model: adjacent side joint piece junction and side joint piece all set up the rabbet with the end on the joint piece junction, the rabbet is located and corresponds on side joint piece and the end joint piece, and the rabbet position corresponds with the engaging lug, colludes through elasticity rubber tightband and connects on the engaging lug, realizes adjacent side joint piece junction and side joint piece and end joint piece firm in connection.
As a further scheme of the utility model: the side connecting block and the bottom connecting block at the elastic rubber tightening belt are provided with tightening belt notches, so that the elastic rubber tightening belt is reduced from being cut and adjacent blocks are placed to displace along seams.
As a further scheme of the utility model: the rabbet direction is inclined with the corresponding side connecting block or the bottom connecting block, so that the elastic rubber fastening band can not fall off from the connecting lug.
As a further scheme of the utility model: and the bottom connecting block is provided with an air hole.
As a further scheme of the utility model: the bottom joint block and the side joint block back side are provided with inner steel bars, the inner steel bars are provided with connecting lugs, and the inner steel bars are connected with the steel bars on the corresponding foundation water collecting pit to form a whole.
Compared with the prior art, the utility model has the beneficial effects that: the utility model takes the disassembly-free template system structure as a part of the main structure, so that the concrete pouring becomes the last step of the water collecting well construction, and the problem of difficult template disassembly is solved. The disassembly-free template system is deepened according to a drawing, prefabricated in a factory, capable of guaranteeing clearance size, well frames are prefabricated at the same time, on-site secondary installation is not needed, a water collecting well is convenient to assemble on site, and construction is rapid.
Drawings
FIG. 1 is a schematic view of a basic sump pit configuration according to the present invention;
FIG. 2 is a schematic structural diagram of a detachment-free template system according to the present invention;
FIG. 3 is a schematic structural view of a bottom block according to the present invention;
FIG. 4 is a schematic structural diagram of a side joint block according to the present invention;
FIG. 5 is a schematic view of the connection between the bottom block and the side block of the present invention;
FIG. 6 is an enlarged view of a portion of FIG. 5;
FIG. 7 is an enlarged view of a portion of FIG. 6 at B;
fig. 8 is a schematic view of the position structure of the insertion opening in the corresponding block of the present invention.
FIG. 9 is a schematic view of the connection between the non-dismantling formwork system structure and the foundation sump pit according to the present invention;
in the figure: 1. a bottom joint block; 2. a side connection block; 3. a basic water collecting well pit; 4. clamping a platform; 5. embedding; 6. Elastic rubber tightening belts; 7. inner reinforcing steel bars; 8. connecting lugs; 9. air holes are formed; 10. hooking and clamping positions; 11. a U-shaped iron sheet; 12. and (5) reinforcing steel bars.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the embodiment, please refer to fig. 1 to 9, the present invention provides a technical solution: a construction method of a small concrete cast-in-place water collecting well comprises the following steps: a demolition-free template system. The method comprises the steps of using factory-customized water collecting well accessories, hoisting the whole water collecting well assembled on site into the position of the water collecting well after binding bottom plate bottom reinforcing steel bars, welding and connecting the bottom reinforcing steel bars and side face connecting reinforcing steel bars at the position of the water collecting well into a whole, binding bottom plate face reinforcing steel bars, and then pouring concrete. After pouring is completed, the disassembly-free template system becomes a part of the structure of the water collecting well, construction steps of template supporting and template disassembling of the water collecting well are reduced, and the problems of deformation, displacement and difficulty in template disassembly caused by upward floating of the template and incapability of supporting and reinforcing the template during pouring of the water collecting well are solved.
The disassembly-free formwork system structure required by the construction method comprises a bottom joint block 1 and side joint blocks 2, wherein the adjacent side joint blocks 2 are connected with each other and are placed on the bottom joint block 1 to form a whole, and the disassembly-free formwork system is placed in a foundation water collecting well pit 3 integrally and is connected with steel bars on the foundation water collecting well pit 3 to form a whole.
The clamping tables 4 are arranged on the peripheral edges of the bottom connecting block 1, and the side connecting block 2 is clamped into the corresponding clamping table 4 to realize that the side connecting block 2 is tightly contacted with the bottom connecting block 1; all set up the rabbet 5 on adjacent side joint block 2 junction and side joint block 2 and the end joint block 1 junction, rabbet 5 is located and corresponds on side joint block 2 and the end joint block 1, and rabbet 5 position and engaging lug 8 correspond, colludes through elastic rubber tight band 6 and connects on engaging lug 8, realizes adjacent side joint block 2 junction and side joint block 2 and end joint block 1 firm in connection.
The height of the rabbet 5 is consistent with the width of the elastic rubber tightening belt 6 and is 5cm lower than the side edges of the side connecting block 2 and the bottom connecting block 1, so that the bent part of the elastic rubber tightening belt 6 is changed into two 45-degree angles from a right angle, the damage of the elastic rubber tightening belt 6 caused by cutting is reduced, and the adjacent blocks are prevented from displacing along the joint; the bottom connecting block 1 is provided with an air hole 9; end joint block 1 and 2 dorsal parts of side joint block all are provided with interior reinforcing bar 7, and interior reinforcing bar 7 is connected with engaging lug 8, and engaging lug 8 is connected with reinforcing bar 12 on the corresponding basic sump pit 3, fixes a position and forms wholly.
During concrete construction
The bottom plate and the side plates of the water collecting well are prefabricated according to the space size in the water collecting well, after the bottom ribs of the bottom plate of the water collecting well are installed, the disassembly-free plates are installed in sequence, and are integrally hung in the position of the water collecting well and connected with the bottom reinforcing steel bars into a whole. After the water collecting well is poured, the disassembly-free template becomes a part of the water collecting well structure, and the template does not need to be disassembled. (the thickness of the block and the inner steel bar should be calculated, the self strength meets the deformation, and the water collecting well with large volume and depth needs no reinforcement, if the deformation is met by the self strength, the reinforcing bar is too large when the reinforcement is not done, the module wall is too thick and heavy, and the reinforcement system is still used).
After the reinforcing bar is accomplished at the bottom of the bottom plate, the template of exempting from to tear open is made (place on the end piece after the side piece is connected each other promptly, with bottom connection board and side connection board, the fastening between the side board, the elasticity rubber tight band, collude interior iron sheet and strengthen, be used for fastening the adjacent piece, side piece side has the rabbet to let the tight band pass through, the reduction is cut and is prevented that the adjacent piece from shifting along the seam, couple in inside lug, make things convenient for the handling), hang into in the basic sump pit of the good end muscle of ligature, ligature or spot welding are at the end muscle, it is whole to link into. The sump well with large volume and depth is still reinforced.
Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that various changes in the embodiments and/or modifications of the utility model can be made, and equivalents and modifications of some features of the utility model can be made without departing from the spirit and scope of the utility model.
Claims (7)
1. The utility model provides a construction of cast-in-place sump pit of small-size concrete is with exempting from to tear open template system structure, includes end joint block (1), side joint block (2) and elasticity rubber grip (6), its characterized in that: the adjacent side connecting blocks (2) are placed on the bottom connecting block (1) and connected with each other and are tensioned by the elastic rubber tightening belt (6) to form a whole, and the disassembly-free template system is integrally placed in the foundation water collecting well pit (3) and connected with the steel bars (12) on the foundation water collecting well pit (3) to form a whole.
2. The disassembly-free template system structure for the construction of the small concrete cast-in-place water collecting well according to claim 1, which is characterized in that: the periphery of the bottom connecting block (1) is provided with a clamping table (4), and the side connecting block (2) is clamped into the corresponding clamping table (4) to realize that the side connecting block (2) is tightly contacted with the bottom connecting block (1).
3. The disassembly-free template system structure for the construction of the small concrete cast-in-place water collecting well according to claim 1, which is characterized in that: adjacent side joint block (2) junction and side joint block (2) all set up rabbet (5) with end joint block (1) junction on, rabbet (5) are located and correspond on side joint block (2) and end joint block (1), two liang of correspondences, and rabbet (5) position and engaging lug (8) match, through with elasticity rubber grip (6) block into two liang of correspondences rabbet (5) and collude on engaging lug (8) of matching, realize adjacent side joint block (2) and end firm connection between joint block (1).
4. The disassembly-free template system structure for the construction of the small concrete cast-in-place water collecting well according to claim 3, characterized in that: the side connecting block (2) and the bottom connecting block (1) at the elastic rubber tightening belt (6) are both provided with caulking ports (5), the height of each caulking port (5) is consistent with the width of the elastic rubber tightening belt (6), and the caulking ports are 5cm lower than the side edges of the side connecting block (2) and the bottom connecting block (1), so that the bending position of the elastic rubber tightening belt (6) is changed into two 45-degree angles from a right angle, the cutting of the elastic rubber tightening belt (6) is reduced, and the damage is avoided; and the elastic rubber tightening belt (6) clamps the caulking openings (5) at two sides, thereby preventing the adjacent blocks from moving along the joint.
5. The disassembly-free template system structure for the construction of the small concrete cast-in-place water collecting well according to claim 3, characterized in that: elastic rubber tight belt (6) collude card position (10) built-in U type iron sheet (11) for elastic rubber tight belt (6) can have enough intensity to collude the reinforcing bar of engaging lug (8), and colludes card position (10) leanin, and the tensile contracts after colluding the reinforcing bar, can not drop from the reinforcing bar of engaging lug (8).
6. The disassembly-free template system structure for the construction of the small concrete cast-in-place water collecting well according to claim 1, which is characterized in that: the bottom joint block (1) is provided with air holes (9), so that the concrete below the bottom joint block (1) is guaranteed to be compact, and the water collecting well module and the structural bottom plate are connected into a whole.
7. The disassembly-free template system structure for the construction of the small concrete cast-in-place water collecting well according to claim 1, which is characterized in that: the back sides of the bottom connecting block (1) and the side connecting blocks (2) are provided with inner steel bars (7), so that the strength of the modules can be ensured to resist the lateral pressure of concrete and vibration, and the modules cannot deform or damage; the inner steel bars (7) are provided with connecting lugs (8), the connecting lugs (8) are connected with the steel bars (12) on the corresponding foundation water collecting well pits (3) and used for determining the elevation and the position of the water collecting well module, and the connecting lugs and the bottom plate form a whole after pouring.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202121189700.1U CN215888301U (en) | 2021-05-28 | 2021-05-28 | Disassembly-free template system structure for construction of small concrete cast-in-place water collecting well |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202121189700.1U CN215888301U (en) | 2021-05-28 | 2021-05-28 | Disassembly-free template system structure for construction of small concrete cast-in-place water collecting well |
Publications (1)
Publication Number | Publication Date |
---|---|
CN215888301U true CN215888301U (en) | 2022-02-22 |
Family
ID=80497153
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202121189700.1U Active CN215888301U (en) | 2021-05-28 | 2021-05-28 | Disassembly-free template system structure for construction of small concrete cast-in-place water collecting well |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN215888301U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113605517A (en) * | 2021-05-28 | 2021-11-05 | 广东电白建设集团有限公司 | Small concrete cast-in-place water collecting well construction method and disassembly-free template system structure |
-
2021
- 2021-05-28 CN CN202121189700.1U patent/CN215888301U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113605517A (en) * | 2021-05-28 | 2021-11-05 | 广东电白建设集团有限公司 | Small concrete cast-in-place water collecting well construction method and disassembly-free template system structure |
CN113605517B (en) * | 2021-05-28 | 2023-08-08 | 广东电白建设集团有限公司 | Construction method of small concrete cast-in-situ water collecting well and disassembly-free template system structure |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN215888301U (en) | Disassembly-free template system structure for construction of small concrete cast-in-place water collecting well | |
CN109676748B (en) | Manufacturing method of concrete prefabricated frame of distribution box | |
CN110424730A (en) | A kind of anti-overflowing card slot type column-form and construction method | |
CN111730738A (en) | Prefabricated box girder diaphragm plate connecting structure and construction method thereof | |
CN211548756U (en) | Double faced formwork for concrete pouring of large-gradient inclined roof | |
CN213829513U (en) | Stifled thick liquid device of precast concrete component mould | |
CN113605517A (en) | Small concrete cast-in-place water collecting well construction method and disassembly-free template system structure | |
CN211200645U (en) | Easy-to-detach template for cast-in-place reinforced concrete gutter inlet | |
CN207739390U (en) | Overlap wall and horizontal member connecting node | |
CN110962219A (en) | Concrete prefabricated mould | |
CN111705960A (en) | Cast-in-place concrete built-in heat-insulation wall structure and construction method | |
CN207376661U (en) | A kind of plugging structure of poured band of outer wall of basement | |
CN216266662U (en) | Full-automatic mould in prefabricated house | |
CN212478234U (en) | Portable stirrup bender | |
CN213897633U (en) | Cast-in-place concrete built-in heat-insulating wall structure | |
CN212453059U (en) | Prefabricated air conditioner board of assembled building | |
CN209011330U (en) | Buried rubber fastening band bracing means in one kind | |
CN209381018U (en) | A kind of wallboard mould | |
CN208472986U (en) | A kind of integrated fashioned iron Building block constructing structure | |
JP4071981B2 (en) | Construction method of large section box culvert | |
CN217001896U (en) | Fixed die plate for rubber waterstop | |
CN214932718U (en) | Basement bottom plate construction joint concrete chisel hair garbage collection's device | |
CN219175328U (en) | Device for supporting water stop steel plate on basement outer wall | |
CN213062930U (en) | Modularization stair template for construction | |
CN221095829U (en) | Combined construction joint template applicable to different plate thicknesses |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: The structure of a non removable formwork system for the construction of small concrete cast-in-place water collection wells Effective date of registration: 20231201 Granted publication date: 20220222 Pledgee: Industrial and Commercial Bank of China Limited Dianbai Branch Pledgor: GUANGDONG DIANBAI CONSTRUCTION GROUP Co.,Ltd. Registration number: Y2023980068910 |