CN208618449U

CN208618449U - The template mounting structure of pond antiseep

Info

Publication number: CN208618449U
Application number: CN201821355102.5U
Authority: CN
Inventors: 王代发; 辛曙光
Original assignee: China 22MCC Group Corp Ltd
Current assignee: China 22MCC Group Corp Ltd
Priority date: 2018-08-22
Filing date: 2018-08-22
Publication date: 2019-03-19
Anticipated expiration: 2028-08-22

Abstract

The utility model relates to a kind of template mounting structures of pond antiseep.Including template, template closes pool wall by lateral main joist and vertical secondary joist, pool wall two sides are respectively arranged with supporting rod, it is fixedly connected between supporting rod by the connecting rod of upper end, supporting rod lower end is fixed on pond baseboard, corresponding transverse direction main joist is arranged at intervals with multiple cross bars up and down in supporting rod, and the relatively transverse main joist one end of cross bar is connected with the lead screw for pressing lateral main joist by helicitic texture, is supported reinforcing to template by pressing lateral main joist.The utility model is using pool wall rod piece supported on both sides as stressed member, both ends are fixed, lateral cross bar is arranged according to a fixed spacing in centre, cross bar cooperation lead screw is supported the lateral main joist of its pond wall moulding board system to reinforce and holds out against and play the role of split bolt bar, split bolt bar is eliminated, to reduce the generation for avoiding being easy leakage phenomenon at split bolt.

Description

The template mounting structure of pond antiseep

Technical field

The utility model relates to metallurgical construction technical field, the template of specifically a kind of pond antiseep installs knot Structure.

Background technique

In metallurgical construction field, various reinforced concrete water ponds (such as each pond of water treatment system, pump house are often met Deng), whether superstructure, underground structure or semi-underground structure, the also whether leakage in superstructure pond or underground Water infilters pond, is all troubling thing, and what is often met at present is also the pool wall of pool formwork erection most generallyd use Method, which is mainly worn split bolt and is welded with, connects steel plate water-stopping sheet mode, that is, 50 × 50 × 3mm is welded among split bolt (or circular) steel plate waterstop strip, two ends add rubber washer form again, however this mode welding steel sealing piece works Amount is big, welding is not in place, and split bolt material disposably puts into, cannot reuse, waste material, and more important is after infiltration Deal with very trouble, not only it is at high cost, repair cumbersome, also resulting in bad reputation influences etc., leaks by statistics Reason is mainly other than the factors such as concrete vibrating leakiness, not in place, formwork edge joint imprecision, spillage cause, mainly Be steel plate waterstop strip welding not densification, water micro gap between split bolt and concrete slowly seeps (saturating) and enters, Therefore to thoroughly solve pool wall of pool leakage problems first is that disposably by pool wall of pool pouring molding, however reality is often difficult to Accomplish；Two be exactly to cancel to drawing water-proof bolt.

Utility model content

The utility model aims to solve the problem that the above problem, to provide a kind of mould of nothing to the pond antiseep for drawing water-proof bolt Board mounting structure.

The utility model solves described problem, the technical solution adopted is that:

A kind of template mounting structure of pond antiseep, including template, template pass through lateral main joist and vertical secondary joist Pool wall is closed, pool wall two sides are respectively arranged with supporting rod, are fixed and are connected by the connecting rod of upper end between supporting rod It connects, supporting rod lower end is fixed on pond baseboard, and corresponding transverse direction main joist is arranged at intervals with multiple cross up and down in supporting rod Bar, the relatively transverse main joist one end of cross bar are connected with the lead screw for pressing lateral main joist by helicitic texture, pass through press Lateral main joist is supported reinforcing to template in turn.

The utility model by adopting the above technical scheme, compared with prior art, the feature protruded is:

1. material is saved without to steel plate waterstop strip shank of bolt is drawn in concrete-pool-wall, it is environmentally protective.

2. in concrete is wrapped in reinforcing bar, thoroughly having prevented the small channel of water infiltration, having avoided leak stopping reparation from now on Work.

3. saving the workload of a large amount of human weld's split bolt steel plate waterstop strips.

4. do not have to again carry out split bolt bar two ends rubber washer dismounting, with waterproof material block and bolt rod end Head surface antirust treatment, surface is smooth, and impression quality is good.

5. on the shorter wall of thin-walled wall, height and the region application effect of rich groundwater is more significant.

6. being not limited to pond, it may extend to other fields such as the higher underground pipe gallery of level of ground water, foundation pit wall.

Preferably, the further technical solution of the utility model is:

The lower end that each lateral main joist is corresponded on vertical secondary joist is respectively arranged with bracket, prevents under lateral main joist It is sliding.

Lateral main joist is wooden flute or double-row steel pipe, and bracket is the lumps of wood, and the lumps of wood is fixed on vertical secondary joist by iron nail.

The earth anchor or hole with supporting rod cooperation are provided on pond baseboard, supporting rod with earth anchor by connecting or inserting It connects in hole and then is fixed on pond baseboard.

Supporting rod is double-pole scaffold, and cross bar is by fastener fixing on double-pole scaffold.

Detailed description of the invention

Fig. 1 is the template mounting structure schematic view of facade structure of pond antiseep in the prior art；

Fig. 2 is split bolt structural schematic diagram in the prior art；

Fig. 3 is the utility model embodiment schematic view of facade structure；

In figure: concrete cushion 1；Pond baseboard 2；Pool wall 3；Earth anchor or hole 4；Double-pole scaffold 5；Bearing diagonal 6；Laterally Main joist 7；Lead screw 8；Steel plate waterstop strip 9；Vertical secondary joist 10；Template 11；Split bolt bar 12；Connecting rod 13；Cross bar 14；Support Seat 15.

Specific embodiment:

Below with reference to embodiment, the utility model is described in further detail, and purpose, which is only that, more fully understands the utility model Content, therefore, the cited case are not intended to limit the protection scope of the utility model.

Referring to Fig. 1, Fig. 2, in the prior art, the lateral main joist in form bracing system passes through split bolt bar through walls 12 are welded with that connect steel plate waterstop strip 9 fixed.

Referring to Fig. 3, the template mounting structure of the pond antiseep of the utility model, including template 11, template 11 pass through cross Pool wall 3 is closed to main joist 7 and vertical secondary joist 10,3 two sides of pool wall are respectively arranged with supporting rod, supporting rod it Between be fixedly connected by the connecting rod 13 of upper end, supporting rod lower end is fixed on pond baseboard 2, and the setting of concrete floor 2 is mixed On solidifying soil padding 1, corresponding about 7 main joist of transverse direction is arranged at intervals with multiple cross bars 14 in supporting rod, and cross bar 14 is relatively transverse 7 one end of main joist is connected with the lead screw 8 for pressing lateral main joist 7 by helicitic texture, by press lateral main joist 7 into And reinforcing is supported to template 11.

The lower end that each lateral main joist 7 is corresponded on vertical secondary joist 10 is respectively arranged with bracket 15, prevents laterally main dragon Bone 7 glides.

Lateral main joist 7 is wooden flute or double-row steel pipe, and bracket 15 is the lumps of wood, and the lumps of wood is fixed on vertical secondary joist by iron nail On 10.

Be provided with the earth anchor or hole 4 with supporting rod cooperation on pond baseboard 2, supporting rod by being connect with earth anchor or It is plugged in hole and then is fixed on pond baseboard 2.

Supporting rod is double-pole scaffold 5, and cross bar 14 is by fastener fixing 5 on double-pole scaffold.

The construction method of the template mounting structure of pond as described above antiseep, includes the following steps:

Step 1: on pond baseboard 2 and the cushion cap of 3 surrounding of pool wall or anti-floating bottom plate carry out normal construction, in pool wall of pool 3 The reserved two rows of earth anchors of two sides uniform intervals or hole 4, as the fixation device of double-pole scaffold 5, earth anchor uses diameter of phi 25mm 200mm in above bar dowel or steel pipe insertion pond baseboard, leak outside 100mm；Or 100mm is reserved on pond baseboard 2 The deep diameter hole more bigger than the main rod piece of double-pole scaffold 5.

Step 2: set up double-pole scaffold 5 respectively inside and outside pool wall 3, the lower end of double-pole scaffold 5 by with earth anchor It connects or is plugged in hole and then be fixed on pond baseboard 2.

Step 3: normally being bound to 3 reinforcing bar of pool wall and the installation of embedded part, casing.

It is closed step 4: carrying out template 11 to pool wall 3, installation and lateral main joist 7 including vertical secondary joist 10 Locking, lateral main joist 7 use wooden flute or double-row steel pipe, to prevent lateral main joist 7 from gliding, on vertical secondary joist 10 between Every setting bracket 15, bracket 15 is located at the lower end of lateral main joist 7, and for holding lateral main joist 7, bracket 15 uses flitch, It is fixed on vertical secondary joist 10 with iron nail.

Step 5: the cross bar 14 for being connected with lead screw 8 by helicitic texture press, compression template body are fastened as requested Then cross bar 14 is fixedly connected by lateral main joist 7 with fastener with the steel pipe of the double-pole scaffold 5 of 3 two sides of pool wall, upper end connects Double-pole scaffold 5 inside and outside pool wall 3 is connected and fixed by extension bar 13, forms integrated support system.

Step 6: the two-way necessary horizontal and vertical bearing diagonal 6 of setting on double-pole scaffold 5.

Step 7: being adjusted by the lead screw 8 that 14 front end of cross bar is arranged in the lateral main joist 7 of its pond wall moulding board system It is whole, support and hold out against.

Step 8: carry out 3 concrete of pool wall pour and the work such as the dismounting of 11 frame body of subsequent template.

Extruding holds out against a spacing and calculates determination according to related wall stress condition.

The utility model is using the fixed structural member of the upper and lower ends with some strength and rigidity as main stress Several concentration supporting points are arranged in system on main rod piece, by adjustable concentration supporting point to its wall form system into Row is squeezed and is held out against, rather than is taken to locking mode is drawn, and nothing is to water-proof bolt bar 12 is drawn in structure wall, and concrete is reinforcing bar In frame whole closing is wrapped in, water is thoroughly prevented and has passed through the channel approach that split bolt bar 12 is penetrated into, and surface of wall is not The scar blocked at split bolt bar 12 is left, using 3 two sides double-pole scaffold 5 of pool wall as stressed member, both ends are fixed, in Between the cross bar 14 lateral according to fixed spacing setting, cross bar 14 cooperate lead screw 8 to the lateral main joist 7 of its pond wall moulding board system into Row bracing reinforcement holds out against and plays the role of split bolt bar 12, eliminates split bolt bar 12, avoids to reduce to drawing spiral shell The generation of leakage phenomenon is easy at tightening latch 12, concrete-pool-wall 3 is interior to save material without split bolt bar 12 and steel plate waterstop strip 9, It is environmentally protective, in concrete is wrapped in reinforcing bar, thoroughly prevents the small channel of water infiltration, avoided leak stopping from now on and repair work Make, save the workload of a large amount of human weld's split bolt bars 12 and steel plate waterstop strip 9, does not have to carry out split bolt bar 12 again The dismounting of two ends rubber washer, with waterproof material block and shank of bolt cross cut end (of a beam) antirust treatment, surface is smooth, impression quality Good, on the shorter wall of thin-walled wall, height and the region application effect of rich groundwater is more significant, is not limited to water Pond may extend to other fields such as the higher underground pipe gallery of level of ground water, foundation pit wall.

The above is only the preferred feasible embodiment of the utility model, not thereby limits to the power of the utility model Sharp range, it is all with equivalence changes made by the utility model specification and its accompanying drawing content, it is both contained in the utility model Within interest field.

Claims

1. a kind of template mounting structure of pond antiseep, including template, template passes through lateral main joist and vertical secondary joist pair Pool wall is closed, it is characterised in that: pool wall two sides are respectively arranged with supporting rod, pass through the connection of upper end between supporting rod Bar is fixedly connected, and supporting rod lower end is fixed on pond baseboard, and corresponding transverse direction main joist is between the upper and lower every setting in supporting rod There are multiple cross bars, the relatively transverse main joist one end of cross bar is connected with the lead screw for pressing lateral main joist by helicitic texture, Reinforcing is supported to template by pressing lateral main joist.

2. the template mounting structure of pond antiseep according to claim 1, it is characterised in that: corresponding on vertical secondary joist The lower end of each transverse direction main joist is respectively arranged with bracket.

3. the template mounting structure of pond antiseep according to claim 1, it is characterised in that: lateral main joist is wooden flute Or double-row steel pipe, bracket are the lumps of wood, the lumps of wood is fixed on vertical secondary joist by iron nail.

4. the template mounting structure of pond antiseep according to claim 1, it is characterised in that: be provided on pond baseboard With the earth anchor or hole of supporting rod cooperation, supporting rod is fixed on pond and then connecting or being plugged in hole with earth anchor On bottom plate.

5. the template mounting structure of pond antiseep according to claim 1, it is characterised in that: supporting rod is double foot Hand cradle, cross bar is by fastener fixing on double-pole scaffold.