CN220814887U - Contain waterstop side wall end wall structure template - Google Patents
Contain waterstop side wall end wall structure template Download PDFInfo
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- CN220814887U CN220814887U CN202322661535.0U CN202322661535U CN220814887U CN 220814887 U CN220814887 U CN 220814887U CN 202322661535 U CN202322661535 U CN 202322661535U CN 220814887 U CN220814887 U CN 220814887U
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 112
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 49
- 238000010276 construction Methods 0.000 claims abstract description 28
- 238000004873 anchoring Methods 0.000 claims description 29
- 230000002787 reinforcement Effects 0.000 claims description 19
- 229910000831 Steel Inorganic materials 0.000 claims description 17
- 238000009415 formwork Methods 0.000 claims description 17
- 239000010959 steel Substances 0.000 claims description 17
- 210000001503 joint Anatomy 0.000 claims description 8
- 238000007789 sealing Methods 0.000 claims description 3
- 230000000903 blocking effect Effects 0.000 claims description 2
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 239000002002 slurry Substances 0.000 abstract 1
- 238000009434 installation Methods 0.000 description 15
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 238000005266 casting Methods 0.000 description 3
- 229910052742 iron Inorganic materials 0.000 description 3
- 238000011900 installation process Methods 0.000 description 2
- 230000001788 irregular Effects 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009749 continuous casting Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model discloses a side wall end wall structure template containing a water stop, which comprises a water stop, a main rib, an end mould inner mould, an end mould outer mould, a template connecting piece, a reinforcing component and a quick and easy-shrinkage net, wherein the water stop is covered and blocked on a construction gap of a concrete structure; the two rows are respectively positioned at the outer side and the inner side of the construction gap; the end mould inner mould comprises an inner end mould plate and an inner water stop clamp plate, and the inner end mould plate is connected with a main rib at one side of a construction gap; the end mold outer mold comprises an outer end mold plate and an outer water stop clamp plate, the outer end mold plate is connected with a main rib on the other side of the construction gap, and the outer water stop clamp plate and the inner water stop clamp plate are clamped on two side surfaces of the water stop relatively; the template connecting piece is used for connecting the inner water stop clamping plate and the outer water stop clamping plate; the reinforcing component is abutted between the outer water stop clamping plate and the primary wall surface, and the length of the reinforcing component can be adjusted; the quick and easy-shrinkage net is connected between the outer water stop clamping plate and the primary wall surface in a covering manner. The template structure can be conveniently installed and reinforced, and can prevent slurry leakage.
Description
Technical Field
The utility model relates to the technical field of engineering construction, in particular to a side wall end wall structure template with a water stop belt.
Background
In the building design of general large projects, construction joints, settlement joints and deformation joints are required to be left due to the fact that continuous casting cannot be carried out, or due to deformation of a foundation, or due to expansion caused by temperature change of a concrete member and the like. Water stops must be installed at these seams to prevent water leakage.
The end part middle-buried type water stop is characterized in that the cross section of the rubber water stop adopts a non-uniform thickness structure, and is divided into a strong area and a waterproof area, so that the stress of each part is uniform and reasonable. And the steel plate of the water stop belt is additionally provided with the mounting holes which are connected with the steel bars, so that the water stop belt is firmly fixed and is not easy to displace, and the stress of each part is uniform and reasonable.
The embedded steel edge water stop is basically rolled and stored before being used, is difficult to straighten in the installation process, is convenient to install by adopting an end template for fixing, and can prevent displacement deformation in the alkaline casting process at the same time.
In the engineering construction process, the end template reinforcement is always a difficult problem in engineering construction, and in the installation process, the problems that the end template is difficult to reinforce, the casting is leaked, the reinforcement protection layer is out of limit and the like are easy to occur, and the requirements of the specifications are not met.
Disclosure of utility model
Aiming at the defects existing in the prior art, the utility model aims to provide the side wall end wall structure template with the water stop belt, which can effectively solve the problems.
In order to achieve the above object, the present utility model is realized by the following technical scheme: a waterstop-containing sidewall end wall structural form comprising:
A water stop strip covering and blocking the construction gap of the concrete structure;
The main ribs are fixed on the side wall, two rows of main ribs are arranged on the side wall at intervals and are respectively positioned at the outer side and the inner side of the construction gap;
The end mould inner mould is positioned at one side of the water stop and comprises an inner end mould plate and an inner water stop clamping plate which are in L-shaped butt joint, and the inner end mould plate is tightly attached to the side wall and is connected with the main rib at one side of the construction gap;
The outer end die is connected with the main rib on the other side of the construction gap, and the outer water stop clamping plate and the inner water stop clamping plate are clamped on two side surfaces of the water stop in an opposite mode;
The template connecting piece is used for connecting the inner water stop clamping plate and the outer water stop clamping plate;
The reinforcing component is abutted between the outer water stop clamping plate and the primary supporting wall surface, and the length of the reinforcing component can be adjusted; and
And the quick and easy-shrinkage net is connected between the outer water stop clamping plate and the primary wall surface in a covering manner.
Further, the template connecting piece includes connecting bolt and first nut, the steel edge of side wall is followed its length direction interval and is offered the through-hole that runs through from beginning to end, first logical groove has been offered along its direction of height interval on the interior waterstop cardboard, the second logical groove has been offered on the interior waterstop cardboard, connecting bolt passes in order first logical groove, through-hole with the second logical groove, first nut threaded connection is in connecting bolt, rotatory first nut can drive outer waterstop cardboard with interior waterstop cardboard is sealed presss from both sides tightly in on the waterstop.
Further, the novel concrete pile comprises a main rib fixing piece, wherein the main rib fixing piece is sleeved on the main rib and is used for connecting the main rib with the inner end template or the outer end template.
Further, a plurality of through holes are formed in the inner end template or the outer end template, the main rib can pass through the through holes in a sliding mode, the main rib fixing piece comprises an anchoring rubber sleeve, an outer wire sleeve, a second nut and a fastening clamp, the anchoring rubber sleeve is sleeved and fixed in the through holes, the main rib passes through the anchoring rubber sleeve, the outer wire sleeve is sleeved on the main rib, the end portion of the outer wire sleeve is tightly pressed on the anchoring rubber sleeve, the second nut is in threaded sleeve connection with the outer wire sleeve, the fastening clamp comprises two semicircular columns with hanging lugs, the two semicircular columns are oppositely held tightly on the main rib, the hanging lugs on the semicircular columns are connected through bolts, and the second nut is tightly pressed on the anchoring rubber sleeve.
Further, the reinforcement assembly comprises a plurality of extension pieces, the extension pieces are arranged along the height direction of the end die outer die, one end of the extension pieces is sleeved on the main rib connected with the corresponding outer end die plate, the other end of the extension pieces is abutted to the primary support wall surface and is pressed on the quick and easy-shrinkage net, and the length of the extension pieces of the main rib steel sleeve can be adjusted.
Further, the extension piece comprises a connecting sleeve and an extension rod, wherein the connecting sleeve is in threaded connection with the external thread sleeve, one end of the extension rod is in threaded connection with the connecting sleeve, and the other end of the extension rod is in butt joint with the primary support wall surface.
Further, still include auxiliary reinforcement and limiting plate, auxiliary reinforcement includes the stiffening rod, a plurality of the stiffening rod is followed the direction of height interval setting of interior end template, the limiting plate sets up on the outer end template, and stiffening rod one end with the lateral wall butt of outer waterstop cardboard, other one end pass can be slided the limiting plate with just prop up wall butt.
Further, the limiting plate comprises an upper groove plate and a lower groove plate, the lower groove plate is fixed on the outer water stop clamping plate, the lower groove plate can be detachably covered on the upper groove plate, semicircular holes are formed in the end faces, close to the upper groove plate and the lower groove plate, of the upper groove plate, and the auxiliary reinforcing member can penetrate through the semicircular holes in a sliding mode.
Further, the upper end and the lower end of each end mold inner mold are respectively provided with an end lug plate, and the end lug plates on two adjacent end mold inner molds are connected through a bolt connecting piece.
Further, each inner end template is far away from the side wall of the inner water stop clamping plate and is provided with a lateral lug plate, and the lateral lug plates are connected with the side walls.
The utility model has the beneficial effects that:
The side wall end wall structure template with the water stop belt is characterized in that the end part of a main rib is embedded in a side wall during construction, then a conventional 48mm steel pipe is used for erecting an end mold inner mold and an end mold outer mold lateral support, and an operation and reinforcement platform is provided for installation of the end mold inner mold and the end mold outer mold. After the bracket is erected, the inner end template 310 is clung to the side wall and is connected with the main rib at one side of the construction gap, then the outer end template is clung to the side wall and is connected with the main rib at the other side of the construction gap, and then the edges at one side of the water stop can be sealed and fixed by the inner water stop clamping plate and the outer water stop clamping plate through the template connecting piece; then, installing a reinforcing component between each main rib and the primary wall surface, and adjusting the length of the reinforcing component according to the distance between the main rib and the primary wall surface so that the end part of the reinforcing component is abutted against the primary wall surface; finally, installing a quick and easy-shrinkage net; after the installation work of one group of side wall end wall structure templates containing the water stop is finished, the operation is repeated, a second group of structure templates are arranged along the length direction of the water stop from top to bottom, and the two adjacent groups of structure templates are connected until the installation of the whole water stop structure templates is finished.
When needing to be described, the quick and easy-shrinkage net is a quick-shrinkage net commonly used in installation engineering in the prior art. The galvanized sheet with the thickness of 1mm can be processed, and can be purchased from online and physical hardware stores. During concrete installation, holes can be formed in the position, corresponding to the main ribs, on the end part, close to the outer water stop clamping plate, of the quick and easy-shrinkage net, during installation, one end of the quick and easy-shrinkage net is sleeved on the main ribs through the holes, and the other end of the quick and easy-shrinkage net is pressed on a primary supporting wall surface through the end part of the reinforcing component, so that the quick and easy-shrinkage net can be installed and fixed.
Drawings
In order to more clearly illustrate the embodiments of the present utility model, the drawings that are required to be used in the embodiments will be briefly described. Throughout the drawings, the elements or portions are not necessarily drawn to actual scale.
FIG. 1 is a schematic view of a side wall end wall structure form with a water stop according to an embodiment of the present utility model;
FIG. 2 is a schematic view of a water stop comprising a side wall end wall structure template of the water stop shown in FIG. 1;
Fig. 3 is a schematic diagram of an end mold inner mold in the end wall structure template with the water stop belt side wall shown in fig. 1 (a is a front view, b is a left view, c is a right view, d is an upper view);
Fig. 4 is a schematic diagram of an end mold outer mold in the end wall structure template with the water stop belt shown in fig. 1 (a is a front view, b is a left view, c is a right view, d is an upper view);
FIG. 5 is a schematic view of the end form inner mold and the end form outer mold of the end wall structure form containing the waterstop side wall shown in FIG. 1 mounted together;
FIG. 6 is a schematic view of a quick and easy-to-collapse screen in the side wall end wall structure form containing the water stop shown in FIG. 1;
FIG. 7 is a schematic illustration of an extension member of the side wall end wall structure form of FIG. 1 having a water stop;
FIG. 8 is a schematic view of an extension bar in the template of the sidewall end wall structure containing the water stop shown in FIG. 1;
Fig. 9 is a schematic diagram of a limiting plate in the side wall end wall structure template with the water stop shown in fig. 1 (wherein a is a schematic diagram of a lower groove plate, and b is a schematic diagram of an upper groove plate);
FIG. 10 is a schematic view of an anchor gum cover in the template of the sidewall end wall structure with water stop shown in FIG. 1;
FIG. 11 is a schematic view of an outer filament sleeve in the sidewall end wall structure form containing the water stop shown in FIG. 1;
FIG. 12 is a schematic view of a second nut in the sidewall end wall structure form of FIG. 1 including a water stop;
FIG. 13 is a schematic view of a fastening clip in a side wall end wall structure form containing a water stop shown in FIG. 1 (wherein a is a front view and b is a top view of an upper channel plate);
FIG. 14 is a schematic view of the main reinforcement fixing member of the side wall end wall structure form containing the water stop shown in FIG. 1 mounted on the main reinforcement;
Reference numerals:
100. a water stop;
200. A main rib;
300. An end mold inner mold; 310. an inner end form; 311. perforating; 320. an inner water stop clamping plate; 321. a first through groove; 330. an end ear plate; 340. lateral ear panels;
400. An end mould outer mould; 410. an outer end template; 420. an outer water stop clamping plate; 430. a second through slot;
500. a template connecting piece; 510. a connecting bolt; 520. a first nut;
600. A reinforcement assembly; 610. adding a long piece; 611. connecting sleeves; 612. an extension bar; 620. a reinforcing rod; 630. a limiting plate; 631. a lower trough plate; 632. an upper groove plate;
700. A fast and easily shrinkable net;
800. A main rib fixing piece; 810. anchoring the rubber sleeve; 820. an outer wire sleeve; 830. a second nut; 840. a fastening clip.
Detailed Description
Embodiments of the technical scheme of the present utility model will be described in detail below with reference to the accompanying drawings. The following examples are only for more clearly illustrating the technical aspects of the present utility model, and thus are merely examples, and are not intended to limit the scope of the present utility model.
Referring to fig. 1 to 3, the present utility model provides a side wall end wall structure formwork with a water stop, which comprises a water stop 100, a main rib 200, an end mold inner mold 300, an end mold outer mold 400, a formwork connecting member 500, a reinforcing component 600 and a quick and easy shrinkage net 700.
Specifically, the water stop 100 covers and plugs the construction gap of the concrete structure. The main ribs 200 are fixed on the side wall, the main ribs 200 are arranged in two rows, and the two rows of main ribs 200 are arranged on the side wall at intervals and are respectively positioned at the outer side and the inner side of the construction gap. The end mold inner mold 300 is positioned at one side of the water stop 100 and comprises an inner end mold plate 310 and an inner water stop clamping plate 320 which are in L-shaped butt joint, wherein the inner end mold plate 310 is clung to the side wall and is connected with the main rib 200 at one side of the construction gap.
The end mould outer mould 400 is located one side of the waterstop 100 opposite to the end mould inner mould 300, comprises an outer end mould 410 and an outer waterstop clamping plate 420 which are in L-shaped butt joint, wherein the outer end mould 410 is clung to a concrete side wall and is connected with a main rib 200 on the other side of a construction gap, and the outer waterstop clamping plate 420 and the inner waterstop clamping plate 320 are oppositely clamped on two side surfaces of the waterstop 100. The formwork connector 500 is used to connect the inner and outer water stop clips 320, 420. The reinforcing component 600 is abutted between the clamping plate of the outer water stop 100 and the primary wall surface, the length of the reinforcing component 600 can be adjusted, and the quick and easy-shrinkage net 700 is connected between the clamping plate of the outer water stop 100 and the side wall.
During construction, the end parts of the main ribs 200 are pre-buried in the side walls, and then the side supports of the end mold inner mold 300 and the end mold outer mold 400 are erected by using conventional 48mm steel pipes, so that an operation and reinforcement platform is provided for mounting the end mold inner mold 300 and the end mold outer mold 400. After the bracket is erected, the inner end template 310 is clung to the side wall and is connected with the main rib 200 at one side of the construction gap, then the outer end template 410 is clung to the side wall and is connected with the main rib 200 at the other side of the construction gap, and then the edges at one side of the water stop 100 can be sealed and fixed by the inner water stop clamping plate 320 and the outer water stop clamping plate 420 through the template connecting piece 500; then, installing a reinforcing component 600 between each main rib 200 and the primary wall surface, and adjusting the length of the reinforcing component 600 according to the distance between the main ribs 200 and the primary wall surface so that the end part of the reinforcing component 600 is abutted against the primary wall surface; finally, installing a quick and easy-shrinkage net 700; after the installation work of one group of side wall end wall structure templates containing the water stop is completed, the operation is repeated, a second group of structure templates are arranged along the length direction of the water stop 100 from top to bottom, and the two adjacent groups of structure templates are connected until the installation of the whole water stop structure templates is completed.
When needed, the quick and easy-to-shrink web 700 is a quick-to-shrink web commonly used in installation engineering in the prior art. The galvanized sheet with the thickness of 1mm can be processed, and can be purchased from online and physical hardware stores. During specific installation, holes can be formed in the end part, close to the clamping plate side of the outer water stop 100, of the quick and easy-shrinkage net 700 and correspond to the main rib 200, during installation, one end of the quick and easy-shrinkage net 700 is sleeved on the main rib 200 through the holes, and the other end of the quick and easy-shrinkage net 700 is pressed on a primary wall surface through the end part of the reinforcing component 600, so that the quick and easy-shrinkage net 700 can be installed and fixed.
In addition, the end mold inner mold 300 and the end mold outer mold 400 can be formed by splicing plates, so that the weight can be reduced. While saving materials.
The main rib 200 and the water stop 100 can be positioned and reinforced by adopting the fixing of the template containing the side wall end wall structure of the water stop 100. Because the end mold inner mold 300 and the end mold outer mold 400 are independently designed, when the two rows of main ribs 200 are not completely parallel, the two rows of main ribs can be used; meanwhile, the stability can be further improved by adopting the reinforcing component 600, and the length of the reinforcing component 600 can be adjusted, so that the reinforcing component can be suitable for primary wall surfaces with different shapes. In addition, the reinforcing member 600 and the quick and easy shrinkage net 700 can form a closed reinforcement for the irregular wall surface, thereby further improving stability.
In this embodiment, the template connecting piece 500 includes a connecting bolt 510 and a first nut 520, through holes penetrating through the side wall from front to back are formed on the steel edge of the side wall along the length direction of the steel edge, a first through groove 321 is formed on the inner water stop clamping plate 320 along the height direction of the steel edge, a second through groove 430 is formed on the outer water stop clamping plate 420, the connecting bolt 510 sequentially penetrates through the first through groove 321, the through hole and the second through groove 430, the first nut 520 is in threaded connection with the connecting bolt 510, the first nut 520 is rotated, and the outer water stop clamping plate 420 and the inner water stop clamping plate 320 can be driven to be tightly clamped on the water stop 100.
When the connecting bolt 510 is installed, the connecting bolt 510 sequentially passes through the first through groove 321, the through hole and the second through groove 430, and then the first nut 520 is sleeved on the connecting bolt 510, and the inner water stop clamping plate 320, the outer water stop clamping plate 420 and the water stop 100 can be fixedly connected by rotating the connecting bolt 510. In a specific implementation, the first through groove 321 and the second through groove 430 may be configured as long strips, and may be partially staggered, and when two rows of main ribs 200 are not completely parallel, they may be installed for use.
In this embodiment, the template with the present structure further includes a main rib fixing member 800, where the main rib fixing member 800 is sleeved on the main rib 200, and is used to connect the main rib 200 with the inner end template 310 or the outer end template 410.
Specifically, the inner end template 310 or the outer end template 410 are provided with a plurality of through holes 311, the main rib 200 can pass through the through holes 311 in a sliding manner, the main rib fixing piece 800 comprises an anchoring rubber sleeve 810, an outer thread sleeve 820, a second nut 830 and a fastening clip 840, the anchoring rubber sleeve 810 is sleeved and fixed in the through holes 311, the main rib 200 passes through the anchoring rubber sleeve 810, the outer thread sleeve 820 is sleeved on the main rib 200, the end part of the outer thread sleeve 820 is tightly pressed on the anchoring rubber sleeve 810, the second nut 830 is in threaded connection with the outer thread sleeve 820, the fastening clip 840 comprises two semicircular columns with hanging lugs, the two semicircular columns are oppositely held tightly on the main rib 200, and the hanging lugs on the semicircular columns are connected through bolts and tightly press the second nut 830 on the anchoring rubber sleeve 810.
During installation, the anchoring rubber sleeve 810 is clamped in the through hole 311, the anchoring rubber sleeve 810 can play a role in fixing the main rib 200, meanwhile, can play a role in sealing, and performs circumferential binding and fixing on the anchoring rubber sleeve 810, the reinforcing steel bars and the inner end templates 310 or the outer end templates 410 together with thin iron wires, so that the main rib 200 fixing piece is tightly attached to the templates; then, after the second nut 830 is sleeved into the outer wire sleeve 820, the outer wire sleeve 820 is sleeved into the main rib 200 and closely connected with the anchoring rubber sleeve 810, and then, the fastening clip 840 is installed on the main rib 200 to compress the second nut 830 and the anchoring rubber sleeve 810. In this way, the main rib 200 can be fixed with the template, and meanwhile, the sealing function can be achieved.
In this embodiment, the reinforcing component 600 includes a plurality of elongated members 610, the plurality of elongated members 610 are disposed along the height direction of the end mold outer mold 400, one end of each elongated member 610 is sleeved on the main rib 200 connected to the corresponding outer end mold 410, the other end is abutted against the primary wall surface and pressed against the quick and easy-shrinkage net 700, and the length of the main rib 200 steel sleeve elongated member 610 can be adjusted. In use, with the aid of the extension 610,
Specifically, the extension piece 610 includes a connecting sleeve 611 and an extension rod 612, the connecting sleeve 611 is in threaded connection with the outer wire sleeve 820, one end of the extension rod 612 is in threaded connection with the connecting sleeve 611, and the other end is in abutting connection with the primary wall surface. When the wall is installed, the length of the extension rod 612 can be adjusted according to the specific shape of the primary wall surface, so that the auxiliary support and reinforcement functions can be realized.
The reinforcing assembly 600 further comprises an auxiliary reinforcing member and a limiting plate 630, wherein the auxiliary reinforcing member comprises a plurality of reinforcing rods 620, the reinforcing rods 620 are arranged at intervals along the height direction of the inner end template 310, the limiting plate 630 is arranged on the outer end template 410, one end of each reinforcing rod 620 is abutted against the side wall of the clamping plate of the outer water stop 100, and the other end of each reinforcing rod 620 passes through the limiting plate 630 capable of sliding to be abutted against the primary wall surface.
In specific implementation, the reinforcing rods 620 can be formed by cutting round steel bars into different lengths by taking part in the specific distance between the outer water stop clamping plates 420 and the primary wall surface (excavation surface). Then, the reinforcing rods 620 may be sequentially installed on the outer water stop clamping plate 420 and the primary wall surface from bottom to top.
In this embodiment, the limiting plate 630 includes an upper groove plate 632 and a lower groove plate 631, the lower groove plate 631 is fixed on the outer water stop clamp 420, the lower groove plate 631 can be detachably covered on the upper groove plate 632, semicircular holes are formed on the end surfaces of the upper groove plate 632 and the lower groove plate 631, which are close to each other, and the auxiliary reinforcement can slide through the semicircular holes.
In practice, the semicircular hole opening of the lower slot plate 631 may be provided as an upward inclined surface which serves to ensure that the reinforcing rod 620 can be naturally placed without falling off.
As a preferred embodiment, end lugs 330 may be disposed at both upper and lower ends of the end mold inner mold 300, and similarly, end lugs 330 may be disposed at both upper and lower ends of the end mold outer mold 400, and the end lugs 330 on the adjacent two end mold inner molds 300 may be connected by a bolt connection. Adjacent two end form inner forms 300 can be conveniently connected by end ear plates 330.
Meanwhile, the side walls of the inner end templates 310 far away from the clamping plates of the inner water stop 100 may be provided with lateral lugs 340, and the lateral lugs 340 are connected with the side walls. The end form is conveniently connected to the side wall by a lateral ear plate 340.
The concrete construction method of the side wall end wall structure template containing the water stop comprises the following steps:
1. embedding the end part of the main rib 200 in the side wall, then erecting a side bracket of the end mold inner mold 300 and the end mold outer mold 400 by using a conventional 48mm steel pipe, and providing an operation and reinforcement platform for mounting the end mold inner mold 300 and the end mold outer mold 400;
2. After the bracket is erected, the inner end template 310 of the end mould inner mould 300 is sleeved on the main rib 200 of the side wall inner row; then, installing an anchoring rubber sleeve 810 on the inner end template 310, and carrying out circumferential binding and fixing on the anchoring rubber sleeve 810 by utilizing thin iron wires, wherein the anchoring rubber sleeve 810 is tightly attached to the inner end template 310; then, after the second nut 830 is sleeved into the outer wire sleeve 820, the outer wire sleeve 820 is sleeved into the main rib 200 and closely connected with the anchoring rubber sleeve 810; then, a fastening clip 840 is installed on the main bar 200, and the second nut 830 is fastened to the gum cover side of the anchor gum cover 810.
3. The positions of the preliminarily fixed water stop 100 and the end mould inner mould 300 are adjusted to enable the preliminarily fixed water stop 100 and the end mould inner mould 300 to be basically parallel; then, the quick and easy-shrinkage net 700 is sleeved on the outer-row main ribs 200, then the outer end templates 410 of the end die outer die 400 are sleeved with the outer-row main ribs 200, the outer water stop clamping plates 420 and the inner water stop clamping plates 320 are clamped on two side surfaces of the water stop 100 oppositely, and finally, the outer water stop clamping plates 420, the inner water stop clamping plates 320 and the water stop 100 are fixedly connected through the template connecting pieces 500;
4. Anchoring the rubber sleeve 810 on the outer main rib 200, and carrying out circumferential binding and fixing on the anchoring rubber sleeve 810 by utilizing thin iron wires, so that the anchoring rubber sleeve 810 is tightly attached to the outer end template 410; next, sheathing the reinforcing member 600 into the main rib 200; then, after the second nut 830 is sleeved into the outer wire sleeve 820, the outer wire sleeve 820 is sleeved into the main rib 200 and closely connected with the anchoring rubber sleeve 810; then, a fastening clip 840 is installed on the main bar 200, and the second nut 830 is fastened to the gum cover side of the anchor gum cover 810.
5. The installation reinforcing rod 620 is specifically: the reinforcing rods 620 are clamped in the semicircular holes from bottom to top, the upper groove plates 632 are buckled after completion, the upper clamping grooves and the lower clamping grooves are mutually fastened, and then the quick and easy-shrinkage net 700 is pulled up in the template, so that the quick and easy-shrinkage net is closely attached to the side walls as much as possible; then, reinforcing the end lug plate 330 and the side wall; and then, the end mould inner mould 300, the end mould outer mould 400 and the operation support are adjusted to be lateral reinforcing frames, jacking reinforcement is adopted, and the installation construction of the first group of side wall end wall structure templates containing the water stop strips 100 is completed.
6. And then, continuously installing a second group, a third group and other end wall structure templates containing the side walls of the water stop belt 100 upwards, and mutually fixing end ear plates 330 of two adjacent groups of end wall structure templates containing the side walls of the water stop belt 100 until the installation height is larger than the planned concrete casting surface.
7. And finishing the subsequent concrete pouring work.
The main rib 200 and the water stop 100 can be positioned and reinforced by adopting the fixing of the template containing the side wall end wall structure of the water stop 100. Because the end mold inner mold 300 and the end mold outer mold 400 are independently designed, when the two rows of main ribs 200 are not completely parallel, the two rows of main ribs can be used; meanwhile, the stability can be further improved by adopting the reinforcing component 600, and the length of the reinforcing component 600 can be adjusted, so that the reinforcing component can be suitable for primary wall surfaces with different shapes. In addition, the reinforcing member 600 and the quick and easy shrinkage net 700 can form a closed reinforcement for the irregular wall surface, thereby further improving stability.
The above embodiments are only for illustrating the technical solution of the present utility model, and are not limiting; although the utility model has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments can be modified or some or all of the technical features thereof can be replaced by equivalents; such modifications and substitutions do not depart from the spirit of the utility model, and are intended to be included within the scope of the appended claims and description.
Claims (10)
1. Contain waterstop side wall end wall structure template, its characterized in that includes:
A water stop strip covering and blocking the construction gap of the concrete structure;
The main ribs are fixed on the side wall, two rows of main ribs are arranged on the side wall at intervals and are respectively positioned at the outer side and the inner side of the construction gap;
The end mould inner mould is positioned at one side of the water stop and comprises an inner end mould plate and an inner water stop clamping plate which are in L-shaped butt joint, and the inner end mould plate is tightly attached to the side wall and is connected with the main rib at one side of the construction gap;
The outer end die is connected with the main rib on the other side of the construction gap, and the outer water stop clamping plate and the inner water stop clamping plate are clamped on two side surfaces of the water stop in an opposite mode;
The template connecting piece is used for connecting the inner water stop clamping plate and the outer water stop clamping plate;
The reinforcing component is abutted between the outer water stop clamping plate and the primary supporting wall surface, and the length of the reinforcing component can be adjusted; and
And the quick and easy-shrinkage net is connected between the outer water stop clamping plate and the primary wall surface in a covering manner.
2. The waterstop-containing side wall end wall structure template according to claim 1, wherein the template connecting piece comprises a connecting bolt and a first nut, through holes penetrating through the side wall from front to back are formed in the steel extension edge of the side wall at intervals along the length direction of the steel extension edge, first through grooves are formed in the inner waterstop clamping plate at intervals along the height direction of the steel extension edge, second through grooves are formed in the inner waterstop clamping plate, the connecting bolt sequentially penetrates through the first through grooves, the through holes and the second through grooves, the first nut is in threaded connection with the connecting bolt, and the outer waterstop clamping plate and the inner waterstop clamping plate can be driven to be clamped on the waterstop in a sealing mode through the first nut.
3. The waterstop-containing side wall end wall structure formwork of claim 1, further comprising a main rib fixing member, wherein the main rib fixing member is sleeved on the main rib and is used for connecting the main rib with the inner end formwork or the outer end formwork.
4. The waterstop-containing side wall end wall structure formwork according to claim 3, wherein a plurality of through holes are formed in the inner end formwork or the outer end formwork, the main rib can pass through the through holes in a sliding mode, the main rib fixing piece comprises an anchoring rubber sleeve, an outer wire sleeve, a second nut and a fastening clip, the anchoring rubber sleeve is sleeved and fixed in the through holes, the main rib passes through the anchoring rubber sleeve, the outer wire sleeve is sleeved on the main rib, the end portion of the outer wire sleeve is tightly pressed on the anchoring rubber sleeve, the second nut is in threaded sleeve connection with the outer wire sleeve, the fastening clip comprises two semicircular columns with hanging lugs, the two semicircular columns are oppositely held tightly on the main rib, the hanging lugs on the semicircular columns are connected through bolts, and the second nut is tightly pressed on the anchoring rubber sleeve.
5. The waterstop-containing side wall end wall structure formwork of claim 4, wherein the reinforcement assembly comprises a plurality of elongated members, the plurality of elongated members are arranged along the height direction of the end mold outer mold, one end of each elongated member is sleeved on the main rib connected with the corresponding outer end formwork, the other end of each elongated member is abutted to the primary support wall surface and pressed on the quick-shrinking net, and the length of each elongated member of the main rib steel sleeve can be adjusted.
6. The waterstop-containing sidewall end wall structure formwork of claim 5, wherein the extension piece comprises a connecting sleeve and an extension rod, the connecting sleeve is in threaded connection with the external thread sleeve, one end of the extension rod is in threaded connection with the connecting sleeve, and the other end of the extension rod is in abutting connection with the primary supporting wall surface.
7. The waterstop-containing sidewall end wall structure formwork of claim 6, further comprising an auxiliary reinforcement and a limiting plate, wherein the auxiliary reinforcement comprises reinforcing rods, a plurality of reinforcing rods are arranged at intervals along the height direction of the inner end formwork, the limiting plate is arranged on the outer end formwork, one end of each reinforcing rod is abutted with the side wall of the outer waterstop clamping plate, and the other end of each reinforcing rod penetrates through the limiting plate which can slide to be abutted with the primary supporting wall surface.
8. The waterstop-containing side wall end wall structure formwork of claim 7, wherein the limiting plate comprises an upper groove plate and a lower groove plate, the lower groove plate is fixed on the outer waterstop clamping plate, the lower groove plate can be detachably covered on the upper groove plate, semicircular holes are formed in end faces, close to the upper groove plate and the lower groove plate, of the lower groove plate, and the auxiliary reinforcing member can slidably penetrate through the semicircular holes.
9. The waterstop-containing side wall end wall structure formwork of claim 1, wherein the upper end and the lower end of each end mold inner mold are provided with end lug plates, and the end lug plates on two adjacent end mold inner molds are connected through a bolt connecting piece.
10. The waterstop-containing sidewall end wall structure template of claim 1, wherein each of the inner end templates is provided with a lateral ear plate away from the sidewall of the inner waterstop clamping plate, and the lateral ear plates are connected with the sidewall.
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CN202322661535.0U CN220814887U (en) | 2023-09-28 | 2023-09-28 | Contain waterstop side wall end wall structure template |
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