CN218894399U - Hanging die body system for water inlet protection structure of storage tank - Google Patents

Hanging die body system for water inlet protection structure of storage tank Download PDF

Info

Publication number
CN218894399U
CN218894399U CN202222586585.2U CN202222586585U CN218894399U CN 218894399 U CN218894399 U CN 218894399U CN 202222586585 U CN202222586585 U CN 202222586585U CN 218894399 U CN218894399 U CN 218894399U
Authority
CN
China
Prior art keywords
water inlet
plate
adjusting
template
mould
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
Application number
CN202222586585.2U
Other languages
Chinese (zh)
Inventor
徐小诗
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sinohydro Bureau 16 Co Ltd
PowerChina Airport Construction Co Ltd
Original Assignee
Sinohydro Bureau 16 Co Ltd
PowerChina Airport Construction Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Sinohydro Bureau 16 Co Ltd, PowerChina Airport Construction Co Ltd filed Critical Sinohydro Bureau 16 Co Ltd
Priority to CN202222586585.2U priority Critical patent/CN218894399U/en
Application granted granted Critical
Publication of CN218894399U publication Critical patent/CN218894399U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The utility model aims to overcome the defects that the prior water inlet protection structure of the storage tank is easy to damage and the casting bin area is small and is inconvenient to construct in the construction process, and provides a hanging die system for the water inlet protection structure of the storage tank, which is difficult to damage and has large casting bin area. The movable support is arranged outside the template, the movable support is fixedly connected with the ribs, and the movable support and the ribs are triangular to fix the ribs. The movable support can prop against the template from the periphery of the template, plays a role of replacing the original pull rod, ensures that the casting bin area is larger, is convenient for construction, and is not easy to smash or even smash the template by the thrown stone in the casting process.

Description

Hanging die body system for water inlet protection structure of storage tank
Technical Field
The utility model belongs to the field of hydraulic engineering, and particularly relates to a hanging die system for a water inlet protection structure of a storage tank.
Background
The protection structure of the water inlet of the storage pond is generally in a step shape and is generally formed by pouring rubble concrete, casting rubble is needed while pouring concrete, as shown in fig. 1, a pull rod 5 is arranged in a pouring bin in the prior template system for fixing the template 1 so as to resist the pressure of the poured concrete on a side template and the horizontal impact load generated when the concrete is poured, and the pull rod is easily broken in the casting rubble process to cause the loss of functions of the pull rod. In addition, the number of the pull rods 5 is large, the mutual interval is large, the casting bin area of the template is reduced due to the existence of the pull rods 5, and the construction is inconvenient.
Disclosure of Invention
The utility model aims to overcome the defects that the prior water inlet protection structure of the storage tank is easy to damage and the casting bin area is small and is inconvenient to construct in the construction process, and provides a hanging die system for the water inlet protection structure of the storage tank, which is difficult to damage and has large casting bin area.
A hang mould system for adjusting pond water inlet protects masonry structure, its main points lie in, it includes template, stupefied and movable support, the template includes the polylith of front side and hangs mould, the side form of both sides and the head template of rear side, hang the mould and be close to from down upwards gradually to the rear side and form step side, hang mould front side and be equipped with square timber, square timber both ends are pegged graft on the side form in order to connect side form and hang the mould fixedly, stupefied is fixed at side form and head template outside surface, movable support sets up in the template outside, movable support and stupefied fixed connection and both form triangle-shaped in order to fix stupefied.
According to the utility model, the step-shaped protection and building structure can be built only by using a plurality of templates to form a hanging die system around and arranging movable supports on the peripheries of the templates, and accessories such as pull rods for reducing the casting bin area are not needed, so that the construction is convenient. In addition, all templates are vertically arranged, and the casting process is not easy to be smashed by the thrown stone blocks to even smash the templates, so that the construction is ensured to be carried out smoothly. The movable support can prop against the template from the periphery of the template to resist the pressure of the poured concrete to the side template and the horizontal impact load generated when pouring the concrete, thereby playing the role of replacing the original pull rod and overcoming the defect of reducing the area of the pouring bin relative to the original pull rod.
Further, in the two adjacent hanging molds, the lower surface of the upper hanging mold and the upper surface of the lower hanging mold are on the same horizontal plane.
Helping to ensure the level of the step surface.
Further, the side dies are provided with inserting ports, and two ends of the square timber are respectively inserted into the inserting ports of the two side dies.
The square timber of both ends fixed respectively at two side forms can provide the support of fore-and-aft direction for hanging the mould, increases the rigidity of hanging the mould, avoids hanging the mould and warp under undried rubble concrete effect, influences the shape of protecting the masonry structure.
Further, the fillets comprise inner fillets and outer fillets, the inner fillets are transversely and fixedly arranged on the outer surfaces of the side dies and the end socket templates, and a plurality of outer fillets are longitudinally arranged and fixed on the outer surfaces of the inner fillets.
The inner ridge and the outer ridge are respectively arranged in a transverse and longitudinal cross mode, the rigidity of the side die and the end socket template is improved from different directions, the inner ridge and the outer ridge are arranged in a double-layer mode, the rigidity of the side die and the end socket template is further improved, and the side die and the end socket template are kept from deforming in the pouring process.
Further, the inner ridge is a long strip with a straight section, the outer ridge is a long strip with an L-shaped section, and one side surface of the L-shaped outer ridge is pressed on the inner ridge.
Further, two ends of the square timber extend out of the two side dies respectively, and the front side surface of the square timber extending out of the side dies is fixedly connected with the other side surface of the L-shaped outer ridge.
The front side surface of the square timber is fixedly connected with the outer edge, so that the movement of the square timber in the front-back direction can be limited, and the trend of forward movement of the hanging die due to the pressure of rubble concrete is reduced.
Further, the movable support comprises a bottom plate, side plates and an adjusting plate, the bottom plate is fixed on the ground, one ends of the bottom plate and the side plates are all abutted to the outer edges, the other ends of the side plates are fixed on the bottom plate, and the bottom plate, the side plates and the outer edges form a triangle.
The triangular stability is best, and the outer edge can be reinforced from the outer side, so that deformation or displacement of the side die and the end socket die plate in the pouring process is avoided.
Further, the bottom plate is provided with a plurality of first regulation holes which are arranged at intervals, the first regulation holes are fixedly connected with the bottom end of the side plate, the bottom plate and the side plate are respectively provided with a plurality of second regulation holes and third regulation holes which are arranged at intervals, the two ends of the regulating plate are respectively provided with a connecting hole, and the two ends of the regulating plate are respectively fixedly connected with the second regulation holes and the third regulation holes.
The bottom plate and the side plates are provided with the plurality of adjusting holes which are arranged at intervals, so that the corresponding adjusting holes can be selected according to the height of the outer edge, the heights of the supporting points of the side plates and the outer edge can be adjusted to ensure that the support is always supported at the bottom and the top of the outer edge, the strength of the outer edge is increased to the greatest extent, and the deformation of the outer edge is avoided.
Further, the hanging die, the side die and the end socket template are all made of wood plywood, and the inner edge and the outer edge are made of steel.
The wood form has good heat preservation performance, is favorable for protecting the growth of the age and strength of the mass concrete, and the steel fillets support the wood form to fix the wood form and enhance the bearing capacity, strength and rigidity of the wood form.
The utility model has the following advantages:
1. the hanging die not only plays a role in bearing lateral load when concrete is poured at the step height difference part, but also plays a role in fastening the inner side and the outer side of the side die and the end socket die plate together with the support, ensures that the side pressure of the concrete is born at the inner side of the side die and the end socket die plate, and simultaneously can effectively bear other loads possibly transmitted from the outer side direction of the die plate, thereby avoiding accidents caused by the possibility of inwards overturning of the side die and the end socket die plate.
2. Because the protection and building structure adopts a rubble concrete structure generally, the rubble is thrown while casting concrete is needed, the hanging mould body system is only provided with templates at the periphery, parts such as pull rods and the like are not arranged on the outer side of the templates for strengthening, and the working area of the rubble concrete entering the mould is maximized.
3. The L-shaped steel structure is adopted by the main edge, whether the side of the L-shaped steel structure, which is contacted with square timber, bears the lateral load transmitted from the hanging mould or the side of the L-shaped steel structure, which is connected with the inner edge, bears the lateral load transmitted from the two sides and the back end socket template, the characteristics of large stressed area and good overall stability can be fully exerted, the integrity of the wood template can be ensured to the greatest extent on the premise of ensuring the engineering quality, the turnover use times can be improved, and the economic benefit is good.
Drawings
FIG. 1 is a perspective view of a prior art tie rod fixing system
FIG. 2 is a perspective view of a guard structure
FIG. 3 is an exploded view of a form
FIG. 4 is a perspective view of a hanging mold body system
FIG. 5 is a partial enlarged view A of FIG. 4
FIG. 6 is a partial enlarged view B of FIG. 4
FIG. 7 is a schematic view of H-section steel structure
FIG. 8 is a schematic view of H-section steel cutting
FIG. 9 is a schematic view of a support structure
Wherein: the connecting device comprises a template 1, a hanging die 11, a side die 12, a 121 inserting port, a sealing head 13, a square timber 14, a 2-ridge, a 21-inner ridge, a 22-outer ridge, a 221 web, a 222 flange, a 223-tenon groove, a 3-movable support, a 31 bottom plate, a 311 first adjusting hole, a 312 second adjusting hole, a 32 side plate, a 321 fixing hole, a 322 third adjusting hole, a 33 adjusting plate and a 331 connecting hole.
Detailed Description
The utility model will now be described in detail with reference to the drawings, the examples being given to enable one skilled in the art to make a better understanding of the utility model without limiting the utility model in any way.
As shown in fig. 1 to 8, the utility model provides a hanging die system for a water inlet protection structure of a storage tank, which comprises a die plate 1, a fillet 2 and a movable support 3. The template 1 is made of 15mm plywood and comprises a hanging die 11 at the front side, side dies 12 at the left side and the right side and a sealing head template 13 at the rear side. The fillet 2 comprises an inner fillet 21 and an outer fillet 22, wherein the two ends of the side dies 12 at the left side and the right side are respectively reserved with an inserting port 121 for carrying out the socket connection between the hanging die 11 and the inner fillet 21 of the end socket die plate 13, and the two ends of the inner fillets of the side dies 12 at the left side and the right side are respectively erected on the inner fillets of the hanging die 11 and the end socket die plate 13. Then, the outer ridge 22 with the mortises 223 arranged at intervals at the top are respectively abutted against the side dies 12 at two sides and the inner ridge 21 of the end socket template 13, the direction of the outer ridge 22 is vertical to the inner ridge 21, and finally, a movable support 3 capable of adjusting supporting points according to the height of the outer ridge 22 is adopted to fix the outer ridge 21. The head form 13 and the side form 12 form a "U" shape. The front side of the hanging die 11 is fixed with square timber 14 with the thickness of 50mm and the width of 100mm, and two ends of the square timber 14 are respectively inserted into the insertion ports 121 of the two side dies 12, so that the hanging die 11 and the square timber 14 are arranged between the two side dies 12, and the hanging die system forms a closed square in the vertical direction. Because the protection and building structure is step-shaped, the hanging mould 11 is a plurality of strip-shaped mould plates which are gradually distributed from bottom to top to the rear side, the upper side surface of the lower hanging mould and the lower side surface of the adjacent upper hanging mould are on the same horizontal plane, and steps can be formed after pouring. The front end of the side die 12 is also stepped in correspondence with the hanging die 11 and the square lumber 14.
The fillets 2 are arranged on the outer side of the side mold 12 and the outer side of the end closure template 13 to reinforce the side mold 12 and the end closure template 13. The fillet 2 is made of H-shaped steel, and the section specification of the H-shaped steel is as follows: height h=150 mm, width b=75 mm, web thickness t 1 =5mm, flange thickness t 2 =7mm. The H-section steel is cut into three pieces of I-shaped steel (7 mm in thickness, 35 or 37.5mm in width) and one piece of L-shaped steel (7 mm in thickness of flange 222, 40mm in width, 136mm in height of web 221, 5mm in thickness of web), and the I-shaped steel is used as an inner rib 21 fixed to the side dies 12 on both sides and the head form 13 behind the structure. The L-shaped steel is used as an outer ridge 22, a web 221 of the L-shaped steel is fixed on the inner ridge 21, and the direction of the outer ridge 22 and the inner ridge 21 are perpendicular to each otherThe straight, specifically inner ridge 21 is arranged transversely and the outer ridge 22 is arranged longitudinally. Because the front end of the side die 12 is stepped, the height of the outer ridge 22 of the front half part is gradually increased from front to back, so that the height of the outer ridge 22 is ensured not to exceed the side die too much, the influence of the too high height of the outer ridge 22 on the construction is avoided, and on the other hand, the outer ridge 22 is generally not lower than the side die in order to ensure the effect of the outer ridge 22 on increasing the rigidity of the side die. The flange 222 of the outer rib 22 is fixedly connected with the square timber 14 exposed from the insertion port 121 of the side die 12, so as to fix the square timber 14 and the hanging die 11 between the two side dies 12. The fillets are cut by H-shaped steel, thin steel sheets can be used as inner fillets, and angle steel can be used as outer fillets.
The movable support 3 comprises a bottom plate 31, side plates 32 and an adjusting plate 33, wherein the bottom plate 31 is fixed on the ground, one end of the bottom plate is abutted to the bottom of the outer ridge 22, and the other end of the bottom plate is fixed on the ground through a fixing nail. One end of the side plate 32 is abutted to the top of the outer ridge 22, a plurality of mortises 223 which can be used for the spigot and socket of the side plate 32 are formed in the top of the outer ridge 22, the mortises 223 are arranged at intervals, the spigot and socket angle of the side plate 32 can be flexibly adjusted according to the needs, a fixing hole 321 is formed in the other end of the side plate 32, a plurality of first adjusting holes 311 are formed in the bottom plate 31, the fixing holes 321 are aligned with the first adjusting holes 311 of the bottom plate 31, the first adjusting holes 311 of the bottom plate 31 are horizontally arranged at intervals, the connection angle of the side plate 32 and the bottom plate 31 can be flexibly adjusted according to the needs by selecting the first adjusting holes 311 connected with the fixing holes 321, and the inclination angle of the side plate 32 can be adjusted by adjusting the positions of the two ends of the side plate 32, so that the outer ridge with different heights can be adapted. The connecting holes 331 are respectively arranged at two ends of the adjusting plate 33, a plurality of second adjusting holes 312 and a plurality of third adjusting holes 322 are respectively arranged at the middle parts of the bottom plate 31 and the side plates 32, the connecting holes 331 at two ends of the adjusting plate 33 are respectively aligned with the second adjusting holes 312 and the third adjusting holes 322 and then are connected by bolts, the bottom plate 31 and the side plates 32 are horizontally arranged at intervals, and the specific positions of the second adjusting holes 312 and the third adjusting holes 322 connected with the adjusting plate 33 can be used for flexibly adjusting the connecting angles of the adjusting plate 33, the bottom plate 31 and the side plates 32 according to requirements.
The remaining non-described parts are prior art.
The above embodiments are only for illustrating the technical idea of the present utility model, and the protection scope of the present utility model is not limited thereto, and any modifications and equivalent substitutions made on the basis of the technical scheme according to the technical idea of the present utility model fall within the protection scope of the present utility model.

Claims (9)

1. A hang mould system for adjusting pond water inlet protects masonry structure, a serial communication port, it includes the template, the fillet and movable support, the template includes the polylith of front side hangs the mould, the side form of both sides and the head template of rear side, hang the mould and be close to from down upwards gradually to the rear side and form step side, hang the mould front side and be equipped with square timber, square timber both ends are pegged graft on the side form in order to connect side form and hang the mould fixedly, the fillet is fixed at side form and head template outside surface, movable support sets up in the template outside, movable support and fillet fixed connection and both form triangle-shaped in order to fix the fillet.
2. The hanging die system for the water inlet protection building structure of the storage pond according to claim 1, wherein in two adjacent hanging dies, the lower surface of an upper hanging die and the upper surface of a lower hanging die are on the same horizontal plane.
3. The hanging die system for the water inlet protection building structure of the storage adjusting pond according to claim 1, wherein the side dies are provided with inserting ports, and two ends of square timber are respectively inserted into the inserting ports of the two side dies.
4. The suspended mould system for the water inlet protection and building structure of the storage pond according to claim 1, wherein the fillets comprise inner fillets and outer fillets, the inner fillets are transversely and fixedly arranged on the outer surfaces of the side mould and the end socket mould, and a plurality of outer fillets are longitudinally arranged and fixed on the outer surfaces of the inner fillets.
5. The hanging die system for the water inlet protection and building structure of the storage tank according to claim 4, wherein the inner ridge is a long strip with a straight cross section, the outer ridge is a long strip with an L-shaped cross section, and one side surface of the L-shaped outer ridge is pressed on the inner ridge.
6. The hanging die system for the water inlet protection and building structure of the storage tank according to claim 5, wherein two ends of the square timber extend out of the two side dies respectively, and the front side surface of the square timber extending out of the side dies is fixedly connected with the other side surface of the L-shaped outer ridge.
7. The hanging die system for the water inlet protection and building structure of the storage tank according to claim 4, wherein the movable support consists of a bottom plate, a side plate and an adjusting plate, the bottom plate is fixed on the ground, one end of the bottom plate and one end of the side plate are respectively abutted with the outer edge, the other end of the side plate is fixed on the bottom plate, and the bottom plate, the side plate and the outer edge form a triangle.
8. The hanging die system for the water inlet protection and building structure of the storage pond according to claim 7, wherein the bottom plate is provided with a plurality of first adjusting holes which are arranged at intervals, the first adjusting holes are fixedly connected with the bottom end of the side plate, the bottom plate and the side plate are respectively provided with a plurality of second adjusting holes and third adjusting holes which are arranged at intervals, two ends of the adjusting plate are respectively provided with a connecting hole, and two ends of the adjusting plate are respectively fixedly connected with the second adjusting holes and the third adjusting holes.
9. The hanging die system for the water inlet protection and building structure of the storage adjusting pool, according to claim 4, wherein the hanging die, the side die and the end socket die plates are all made of wood plywood, and the inner edge and the outer edge are made of steel.
CN202222586585.2U 2022-09-29 2022-09-29 Hanging die body system for water inlet protection structure of storage tank Active CN218894399U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202222586585.2U CN218894399U (en) 2022-09-29 2022-09-29 Hanging die body system for water inlet protection structure of storage tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202222586585.2U CN218894399U (en) 2022-09-29 2022-09-29 Hanging die body system for water inlet protection structure of storage tank

Publications (1)

Publication Number Publication Date
CN218894399U true CN218894399U (en) 2023-04-21

Family

ID=85995961

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202222586585.2U Active CN218894399U (en) 2022-09-29 2022-09-29 Hanging die body system for water inlet protection structure of storage tank

Country Status (1)

Country Link
CN (1) CN218894399U (en)

Similar Documents

Publication Publication Date Title
CN205100544U (en) Early system of tearing open of steel framework built -up plate
CN102704672A (en) Installation construction method for large all-steel formwork at internal corner of shear wall
CN211736345U (en) Basement outer wall unilateral template strutting arrangement
CN202627491U (en) Forming template for deformation joint position shear wall of high-rise building
CN218894399U (en) Hanging die body system for water inlet protection structure of storage tank
CN214034225U (en) Steel-wood-concrete combined shear wall with replaceable coupling beam and wall foot component
CN203008373U (en) Door opening shaping template
CN215482691U (en) Full-assembly type beam-slab system based on high-pile beam-slab wharf
CN103334582A (en) Method for installing and constructing short-leg shear wall formwork supporting system
CN211201150U (en) Shear wall template structure
CN209211873U (en) A kind of new concrete construction formwork
CN117418477B (en) Fish-bellied box girder anti-floating reinforcement template system and installation and construction method thereof
CN220867989U (en) Hoop steel template
CN215038576U (en) Combined type steel pedestal module unit structure suitable for different precast beam sizes
CN217680480U (en) Fixing structure of outer wall column template
CN214658796U (en) Concrete reverse-edge one-time pouring reinforcing member
CN217232711U (en) Superimposed sheet aluminum mould board subassembly
CN206815885U (en) Assembled horizontal member support meanss
CN218091615U (en) Stiff steel structure column
CN203247834U (en) Improved reinforcing device for large-size foundation short column formworks
CN217476196U (en) Square outside template system
CN217517365U (en) Template of cast-in-place box girder
CN219820107U (en) Be used for prefabricated T roof beam end easy drawing of patterns template device
CN215368722U (en) A template for superelevation single-column is pour
CN213013878U (en) Ear wall structure for water conservancy bridge

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant